Loading...
HomeMy WebLinkAbout20170321 Application Plans 1160 GREAT POND ROAD SPR WSP BROOKS SCHOOL CENTER FOR THE ARTS 1160 Great Pond Road OO 1 F) O CD O AO A.5 B OC C.5 DO NORTH ANDOVER,MA01W KEY PLAN [ I I I I I [ I I 12 111A 111�.2 3 2 1 A703 A3.N A3'� I A3.04 A303 A3.03 ( A3.03 I I ROOF=EAST ALUM LOUVER WITH ROOF-EAST ` Q„ -BLANK OFF PANELS-- "fJ 2"W€bE VERT€C - - - -v- AS RE ACj'D Q" - "'-' AREA OF LOUVERS. fff [ I ( I AND HORIZONTAL =`=T' 60SFOFFREEAREA I [ 1 METALTRIM TYPJEII - ST-STANDING SEAM ROOF j METALWALL .....:. - --._..__.._. ."_._...:.. --- NELS WOOD SIDING € I.Ara ewe ROOF-WEST-,. .I--- T 1-- --- T--__..� T .--ml RO3OF-WEST 237-4 -� Q„ ---""- .. _ .W.... TL ROOF PANELS _ _-- : - MTL FASCIA MTL FRAMED SKYLIGHT ALUM CURTAIN WAL / .:; _ _T ALUM CURTAjNWALL STL STANDING (_ - :- I- METAL WALL PANELS SEAM ROOF I WOOD SIDING -- A406 -. -, SNO GUA MTL TRIM i ALUM TRIM '" - -- - LEGEND I ® 4 O �Im NEW MTL SIb€NG I �I TYP.W I I OPP ETR SIT,STANDING A fle -_ i _ SEAM ROOr /.............. s.....--. i-/- _.- -_ / _ - _ IC�EVEL-EAST .....;..- --. j{ SEAM 3f4 PROFFIES 219`I 9LEVEL-E ST - Y _ - ATTIC IC9LEVEL-EAST ' % % 219 T 1 OO T.0"DECK ETR MEMBRANE FLAT ROOF 7.0.ECK sIDING /! / y O/ !/ 3�-F., .�RGOFWG 218 5 EDAR SWOOD IDHIPLAP © ....- - ETR WOOD SIDING O I BASIS R DESIGN'. waaD WESTERN RED CEDAR / / / ETR CONCRETE r, ! RAINSCREEN CL.5ARGRADE // f �� l PLAIN SAWN - ..... CLADDING UPPER LEVEL UPPER LEVEL _-- _ UUPPER aRIMEb s srD6s 205�_ 205,_0,. ,`:. ......_ -... ..jf'. % ;rf 205`_0„ PRECAST CONCRETEI I I J ALUM CURTAIN WA L !/ l J% % LOWER LEVEL-WEST % %�� //%�� _ '��� �� - LOWER LEVEL-WEST -- 192,-0" € '. 3u L r $` 192,_0„ :€ I LOWER LEVEL-EAST LOWER LEVEL-EAST L-- T -.--....._ m,....._ _ METAL SIDING: ALUM CURTAINW ALL ![ I CONGRETE PRECAST 4"BOX RIB PROF3LE PRECAST CONCRETE L L L L I LL�� BASIS OF fl CONCEPT SERIESBRIES CONCPALEO FASTENER PANELS CS 260 W ITH MICRO EAM CORNERS 4 MAIN STREET-WEST ELEVATION 3 EAST ELEVATION 2 EAST ENTRY-NORTH ELEVATION ANOMICROLNETRIM EXTRUSIONS 4.4 5 6 � 7.Q O t � 4 10 3 1 5 10 8 2 11 {11� y 12 4 3 2 A3.DS A3.55 A3.05 ( p3•� MTL 11-1 PANELS A3.04 A1.04 A704 I I I I I [ I I I SNOWGUARD,111. I 1 E [ I t ROOF-FAST I I METAL WALL PANELS i CONSTRUCTION ROOF=WEST I I I I I I - _ I [ 4 I I I I _ _ _ I DOCUMENT PROGRESS 23T-4,� -- MTLTRIM { MTL COPING - MTLROOFPANELS ( i I BEYONC �.��............... I I I I SNOW GUARb,TYP. ".......-_......_...._-........................_._.,_.....� ---_ CANOPY BE'lOND ---_..__-----. _. ------------- I - - - - - :::.:.....:..:::: I _ _ - =, ..._......................... ...... =,T-t_T - T r ATTIC LEVEL=EAST _ - -_3_ �_ - ....- - _i- I---I �WlIllllIll _.... ---I 11 it- �-- �- -€- --1I --- - i- (-'- --- NO REVISION DATE 2FLiB'AT ROOF T.O.DECK /i ® © o © o o © a o % UPPER LEVEL /i % •:! ! '!/. ..';�,I•i /i r % % % /.. :.' f`: W. I ._.�- -- ----- /i /i /i r /i .y. 1OWEo LEVEL WEST I { Ann Beha.Architects LEVEL-_ -- LOLOWER- -L-_- '- - - - -- _ WOOD RAINSCREEN_ _ 33 Mngston St Boston,MA02111 - 817.338,3000 617.482.9097 CLADDING - I I I f I I I I AREAWAY PRECAST CONCRETE I I [ ( I ( I ( ALUM CURTAI WALL I ( I t Jab Number 15H2 III J JII f€[ Protect BROOKS SCHOOL brew'By: Author Checked By: Checker bate'. 1221 201U Scale.A-d-ted Oraw'mg Title: SOUTH ELEVATION EXTERIOR ELEVATIONS F SITE PERMITTING ONLY- 1/16/2017 A3.00 r% 4 BROOKS SCHOOL 4304 CENTER FOR THE ARTS 1160 Greatd MILPARAPETC P NORTH ANDPonOV Road ER,MA aim ................................... C,FIRE WALL WITH T cMU FIRE WALL --- ----------------------------------- 00111111GAIE11.17,11 CI-ADDI.. THRU WALL FLASHING -------- L --------------------------------------------------------------------------- MTLTHRU WALL FLASHING AND MTL ROOF PANE KEY PLAN 1-f.......................................................... ............... MEMPRAHE TERMINATION T1 TH U WALL FLASHING AND .....................................I.................................... MEMBRANE TERMINATION ----------------- ------------------------------------------------------------------------ --------------------------------------------------------------------------------------------------------------------------------------------------------------------- -—------------------------- F ET 0 DECK I............ ............... ........-—-—-—-—-—-—-—-—-—-— _�FT T D -—-—-— q0 J J OF ----------- ------------------ LM.,a�e 0--Fl�L�-SOQ�THELE�VATION�.. �VVAL (w)A.9 LEGEND AL, A15 A1,11 A51W GLI---CLEARG�U M! ROOF-EAST17-1 � 1'TWCK,TWO LITES OF 114" 0 I.7RACLEAR LOWLIRON CLASS, 2"ARGON FILLED SPACE, -j7 2"WIDE VERTICAL LOW-E COATING ON 92 SURFACE j AND HORI 01,17AL ETALI.I.IPJBI GLZ-SPANDREL 1"THICK,TWO LITE QF1f4-GLA,9S PACR, ALUM TRIM 3 SIDING PRC WITH 10 AIR ROOF ........ IUES7UEFR1TONft3SURFACE AA 08 MTL ................................. ISTFD6LASS F1 Ir TWn FFS OF 14'GLASS ALI.LCUIER NI'FTrHH VV`GGD II)ING AREA Q LOUVERS, F LOU T'P FREEAR A30SF ------- ..... �G.A S�,D:AF ------------ M7L FRAMED SKYLIGHT ',IJRF-E2 IS QFDESIGN ALUM TRIM EXISTING ROOF L......... WESTERN RED CEDAR CLEAR GRACE AND EAVE TO PLAIN SAWN ------------ 34S ATTIC I EVEL-1-�A ------- ....... ST REMAIN ST FVL- -------------- TTC L ST 219, T.O. L FLAT FLATROOFT0DL.1 _oT,o.t�)�E.K F ROOF T.O. ......... -1f7 'wrl 218--5" 16'-5 5 EXISTING WINDOW ——-------- WOOD SIDING TO REMAIN CORRUGATED EYJSTJN WINDOW METALRAINSCREEN TOPERFVOTIFT), INrLLLWI`rH CMUTO UPPER LEVEL MATCHFASTINU �2 R�LEVEL 0/ STREET 11,P ER,LIVEL �MA 1�"Iu P17, .... 4"BOX RIB PROFILE 204-011 1 EXISTING CML)VVAI-L .......... ----------------------------- IIA51S OF DESIGN', CONCEPT SERIES ....................... CONCEAL-ED FASTENER DA TO REMAIN ........................ PANELS CS-260 WITH----------------- 194'-9' 1 1 1 1 1 1 1 1 1 1 7' MICROSEAM CORNERS ANDMICROLI"FTRIM LOWER LEVEL-WEST LOWER LEVEL_WEST L, _7 LIE,�-11E1,-WEST EXTRUSIONS PRECAST CONCRETE W 00 S.N. LOWER LEVEL-EAST PRECAST CONCRET .. M V L ALUM CURTAIN WALL 5 FS CROSSING-VVEST ELEVATION @-9�1.��ORTH GYM-WEST ELEVATION ING-EAST ELEVATION ENTRY-NORTH ELEVATION 12 (11.4) 11-21 n1l 110-5) CONSTRUCTION E"A S HAT �,09 DOCUMENT PROGRESS T 11"AIT1.1 F`A'NEU1 < AASUNEOFCMU T I`IREWALL MTL 11.1 PANELS NO REVISION DATE SKYLIGHT CURD- T0101FITLITM I I[I J1 1171 IHI 1=1-1=1771 A WRAP ROOF MEMBRANE SNOW GUARD, .............................. TYR UNEOF CMU -------------------------------------------------------------------------- FIREWALL ---------------------------- ----------- WOCOS0NG ----------------- ....................... ALUM TRIM 71 it \j---------------------------------------------- MTLTRtM ............... ................. -FAST Ili I I I I IT III H Y- ATTIC kEVEL f t 11-11111 ....................................... TJ I I MTL ...................................... 2 J�F ---------- ------- ----------------------- F T 110F�T_g/OECK y ------------ 0 0 o % A 0 A/ Ann Bed a Architects —------------- -T---------------------7 33 Kngston St Boston,MA 02111 .......... 61711138.3000 617.462.9097 T "p ER LEVEL —---------- ---------------- 2W--0" ---------- .... ........---......... A............ 1,1 Number. 11111 o� o' D—By A-1h,Ch-kedDy: Cmcker 1-11 R LEVEL-WEST -t I--------- ....... SimP�OAC(:FROCKS SCHOOL —If— scale_Asin�lcated ------------------ L EL-EA T PRECAST CONCRETE- D—mILT11. IrPav ALUM CURTAIN WALL MTL WALL PANELS EXTERIOR ELEVATIONS NORTH ELEVATION FOR SITE PERMITTING ONLY 1/16/2017J A3.01 7ENNISCOURTS TENNIS COURTS ROOKSSCHOOL CENTER FOR THE ARTS _ _ - - a o-o o Tp FOURSOUARE I m W 3 '9 �aewu nME - eu�r.au� a e n. CO URT kllBENCH MARK _ RFoad MLlL4AL SPN£- NORTH ANDOVR,MA 01845 6UILDING REV 179.950 / 0 KEY PLAN � -.--- ----._ o nrr � � / CA a -` s-8•pe a J� L o�.wa �- svN -----s sw"'�im s i r✓.s, --'�b����----�EEEh��ffjj��`"� OE4w -454N DY ST�NE WALL_2"H/GH -787 __ __ -i _ `- \ �\_.� Oyu -oi7 IRA A'v, CX ,\ 1 \\ w�8 \ Ah1ES UN DE .Ni 6'� � caysm nAv LEGEND EXIST IN7FRCEPTQ4 ALLYJG BUILO/NG s�L S. nw'aen \ t \ y\ \ \ de Gww=w / I ASHBURN /Mom. _ esMwoi es' /.s�■s es / 9w v \`\\ \\ CHAPEL 6'r r ye = fir- DANFORTH PA FplAr �� SQUASH ri ROWING Rtmt GENFRAL ZONE \ - \ \ v „� APPROX.WATERSHED PROTECT70N DISTRICT BOUNDARY .".. 1 1 `191 II\ AREA UNDER N 57Dw \ \\ 1_ / \ �gy57hY1ctrui+r v, PF Y \pp L�I bIL I FIANT RAMP l �7-� o r 1;�I± l ,-\ \\ [` 1��� _.STACK �, S I PA VED WALKWAY i- a OMN \ --�G i-I \- m„ je WILDER DINING HALL i ce i ;' r- - I 9g &STUDENT CENTER - -s s �s _°✓� I \` I j I 96 I ss,\ VAL VE 6L� t s- v4 I r / / / 71 E / • og CONC.APRON _ ADMIN ADMISSION F � ;D�ily j s7sA�L PA ,,_ _ �s \ [NFIRMARY Cav uK wa 7I � MIS - W f �� J % '_ AVOO 1 PERMIT SET A Tf - 'I 1951 5 - J / FE NOT FOR CONSTRUCTION 5 \ I �I� 1 y_-.\ � \ '4QD /� 6/ �'•�f v srcrs�7m206--__\� IRRNA7JON /RR/GAT7GN\\ /I BOX w H I PI` i / ���j ,.i' � X\ PMIT: 1 )I �' 1 'r•j MY J '4 n sr � u""' _ „/w a ��� I.'� r---"Zfl6 \\ 207 r OJ STONE PA77D s>Fwu \ STONE tap No. REVE5[QN pATE DMH _1 205 - \ CA s Z l SMH / \ D \ EXIST 57RUCIURE ELEYAT70NS _ P c 1 / n5yi��v o 4 6A JN cATtH ry \'as `ry0k �0� UR N \ CON. BAUpB w \ SMH 2 DMH 7 CATCH BA57N/I \ RIM 1$4.2"PVC INV IN 17 RIM 1B5.3 CRATE 184.0 8' 5.3 8 4'PVC/NV/N(NWf 179.6 WATER 180.7 PVC INV OUT 175.1 6'YC/NV/N(/VW)180.5 CATCH 8AMAI -r r r�,�r / o DALSMER ROOK SMH#3 12'YC/NV OUTW(SE_�784 FRB RICK/U GRATE 782.9 RIM 18J..5 12"RC JNV IN 176.7 STONE 8"PVC IN/N(SWJ 177.3 OMH,021 8'HOPE INV IN 179.1 STEPS WHITMAN@BINGHAM 8'PVC INV/N(SJ 1773 RIM 201.E 12'RC INV OUT 178.8 8"PVC INV OUT 777.1 15'HOPE INV/N 7925 CATCH BASIN 15 SMH f4 12'CPP JNV OUT 192.2 GRA_7E 201.1 GRAPHIC SCALE J _ RIM 182.0 DMH 43 12 JNV OUT 1929 8"PVC/NV IN 178.5 RIM 190,7 CATCH BASIN 0w AnnBehaAlirehna� B"PVC JNV OUT 178.4 72'1NV IN(CB f6)185.5 GRATE 190.0 SMH,45 - 72"INV IN(CB t5)185.5 WATER 1870 ,h IN w}a 617MB 3300 k go5ton 617.482 9097 RW 784.2 12'CPP JNV/N 186,1 CATCH RA SIN? 12'HOPE INV OUT 184.8 GRATE RASI 8"PVC INV!N 181.1 NOTE A: eo Numhe 8"PVC INV OUT 1809 TOPOGRAPHY 1M7H/N THE PROJECT AREA ARE THE RESULT,OF AN ON-THE GROUND 12'HDPE INV/N(DMH�4J 784.2 DMH 94 TOPOGRAPHIC SVRV£Y PERFORMED BY wN1TMAN&B/NGHAM ASSOCIATE,LLC.DURING Proje t BROOKS SCHOOL SMH D. 6-194 0 12'HOPE INV JN(DMH 0 184.1 ,SPRING OF 2015.ANY ALTERA7701VS TO THE TOPOGRAPHY AFTER THIS DATE'MAY NOT RIM 20 31 6'PVC lNY IN(NE)190.3 12'HDPE!NV OUT 184.0 BE REFLECTED ON 7HIS PLAN. Drank ay: AMC Checked By: 9FM 8'PVC INV/N 193 B 6"HOPE JNV At(NW)188.D DaEa:irrarzon 8"PVC INV OUT 193.> 12'HOPE JNV/N 188.5 CATCH BASIN Z8 72"HDPE INV OUT 185.1 GRA YE 187.8 EXINO nrVG CONDI770NS SHOWN 01173YDE OF THE PROPOSED PROJECT AREA ARE TAKEN - stele:as3ee�raewa 12'HOPE lNV JN 183.0 FROM PLANS BY R/ST FROST-SHUMWAY ENGINEERING,PC,DUNE OF 2014 DranrRyrue: DMH f5 12"HOPE INV OUT 182.4 RIM 194,0 EXISTING CONDIT[ON5 PLAN 6'PVC/NV/N 19a5 THE PROJECT AREA/S NOT GRAPHICALLY 517UA7ED/N THE 100--YEAR FLOOD HAZARD 12"HOPE INV OUT 190.0 ZONE,PER FIRM MAP NORTH ANDOVER--250098-0229-F DATED JULY 3 2012. DMH J6• RIM 188.1 6'PVC/NV IN 186.1 6'HOPE INV IN 182.6 12"HOPE INV/N M1.9 EX1.00 12"HOPE INV OUT 181.6 BROWSCHOOL d CENTER FOR THE ARTS A, AL A` r\ t A, `` _ 1160 Great Pond Road ,y. NORTH ANOOVER,MA 01845 r / r AL AL 4 A ) KEY PLAN A. AE ov / J J — L Ala A, // �WF1 4AL w _ _ WF 16 `\,, 7LEGEND o / J J WF WF 5 J AltrMARM DEC£AIBER GF 2016 ` — ---• 1-9 / '! l'! 'r �\ \\ \1 \ 1 /i'/ \\ to AWF 4� A,- AL Jr`Y X—X—X_....Xx—x—X,....x—x—X—X—X X L' A '`__ _ __-,_ /'/ i I �ZONEf00X F�z— E QX, yT ix ----- _--- ix, I \ 1 - — NON-D1S7VR8ANCt=z'ON / / \ 1 I \ 1 Ix I I I � x ( xI ,�I 1 -I I r'I s=x—x �\ —x—x—�x�x—x—x—x x—x~ __— ------ k ------------- n1vow-', °� ------� i � I � / I _.-.__-__.- _J )U I_ 1 '44 J RBA/✓CE-Z01V,, I f I I I f � ZONE --• .._. - 1 I I� `I 1 r � I I ?�1 II I j I I it Q 1 t _---`"'"""__--------- I ilf 1 # J _ €-_�-_""_____..........._-------- 225,1 ; PERMIT SET NOT FOR CONSTRUCTION x I --__.._---_._.__- , 1 �------------ ---� o 11 x I 1I1 �i , r ------------------ 1 I1PNhLE WETL1Nl)NELINEATION 2-2-17 NO. REVISION OAjE PLAYGROUND ill I I MULCH SURFACE r x I 11 i I -rIC \� I --------------------- x I __.. ..._...._..._..._..._._._..._..._-----------� III 1 1 E I f / ! [ x IENN/5 LYX/R)5" > I TENNIS Ll�DR75 X x WH1TIvf.4N®61EVGHA.fvi FOURSOUARE BENpl MARK J-' ——t — -f" ��/�! • - ouw EV577NG vo RI�RIA[sravE- f ox,x:�.Nc�sauv aw.c,� O T / 9lllLD/NG \ aXV 179.95 O A1H �� `\ Ann Beha p�Z p�E I I 33 Kingston St Boston,MA 02111 O MH L1 CB s ...f--- -- GH1�R CAI, 1 617.338.3300 617.482,9097 a'rkc .✓\ s £ e- E �. E �p \ \� \ Pro)eel:BROOKS SCHOOL S�s a '784, — '—f _c^,�� f nACg tom_ �N ,. �� EAdH Drawn 6y AMC Cne ked Hy: 6FM c , �,•`/'_Idvw�p h — $ '-154 _ �\l� Date: tlt3l2017 f £WALL-2'HI09 TOPOGRAPHY WITH/N 77-IE PROJECT AREA ARE THE RESULT OF AN ON-THE-GROUND SCd1e €"��1Pd TOPOGRAPHIC SURvEYPERFORMED BY WHITMAN&RINGHAM ASSOOWES,LLG DURING o,a nngrue! / _ __ _ ✓ 185-- SPRING OF 2D75.ANY ALTFRA7701vS TO THE TOPOGRAPHY AFTER THIS OA7F MAY NOT c - - \ / RE RETZECTED ON 7HIS PLAN. ' - \\ DRA1 / WETLANC LOCATION PLAN % / GRAPHIC SCALE N07F B EXlS77NC CONO/7101V5 SHOWN OUTSIDE OF TN£PROPOSED PROJECT AREA ARE TAKEN FROM PLANS BY RIST-FROST-SHUMWAY ENGINEERING,P.C.,JUNE OF 2014 t soh za et NOTE C. THE PROJECT AREA/S NOT GRAPHICALLY S17UATED IN THE 100-YEAR fZ00D HAZARD �X�.O I! A d ZONE;PER FIRM MAP NORTH ANDOVE'R-250098-0229-F DA7ED DULY-T 2012. BROOKS SCHOOL ' CENTER FOR THE ARTS . I { I 1160 Great Pond Rd NORTH ANDOVER,MA 01845 KEY PLAN EAST ')F W1LIA,+.1 r.lJvC. :ec A.'ORli7I.Si(Nt - v I i r !- +MAIIENANCL GARAGE ....`... -.-...._._..._ .- - LATCH LINE - , -0 Lj l - ....... - ........,-,- / WEST J 1 I I 41k,I II1I ,. . - cxis,ti_n b-itu_m-n u, -st ncs.rl'a - - tRUL PDIW ul to aznd �m.F>ncrele pavement tyT RiH, granite curb b I I t� I I 1 __ ,II _...._..........___._.,, r, :, '',°�` .�� _.. -_- I:I I:,•':... III u' I r I€: H[ict past-�[_IacP .t'. i' � 1 =A Illr ''.E 1:'.i'III; I_I.. I V III'. 1�•� i'., _,.... ;agsregale mncrele I II LI kII1log { " t, � o i r j�I shape loci warm to .� mtmCerceaZf ras[Jn - Limd of ,_ri l-- ar ,,..'II:,i J k:,,,,� I I E f•:�:1 III�I,t;,;:;,.,,-.-I-:..-. .,tr.,:. �:.,i „loo-.1n:',:I..:c�9/ tI;-�K. E ARTS S I 1 MAIN STREET EXTENSION CENTER FOR TH _::.., t\�•- _ V - g AN I . TI ON PLAN DEMOLITION PLAN L2.0 DEMOL Y UT&MATERIALS L3 LAYOUT 8 MATERIALS iA=NANL4.0 GRADING&PLANTING FLL7.0 GRADING&PLANTINGP �frepelse dto erxemita ning \ ` >L� :dl yr I I I lull:- III'!•k IIII II I:I lll.11� -','I III 'IIII + _ .:.. ......... I� � " I {� ' IIIIIIIII 1 nl tunmo ...-/_.-� - ';.•,_.-.-- I ,—_� � �.: �l.I IIII l III�, I-I_Ill m�i111 E III r ��r�}tetia•ave I _- ,_ ^F l �� r I +- ��k ^IIII I'',� IIJIE II__II)I_I-.IIII 1 Ili8ll t' O _ / 'ed a ne 'v1F1TCH LINE — ..,...- III I II IIII LlI]F_.I-> •�`� -I I I --'j:ts- cr n::s J'� gem rat zo r�9 44 ed prol cLion district boon,!rry aPPro mate wai_rsh -. � n-t i XI j - i .,, ° �J t.. I I i - DA.NFORTH yy I 1, SQUASH&ROWING v4I3,to dankrth ev'U'en trees to -- o 1 r levation semen facade - __ IE- , lJ 61urstone stasis kandraels to existing - r eat T r: 6"thicF.cast-in-laa ➢� 'III'I.E I- .� _- _ „r.0 i c I I f - s' s •• I� I' r�;•at {•11d�,lll II�.IJ:4 ur.tl,Il��:' -.. ' � \�'_ � -:;. �-:::_:. �.� ,..._W r`..� _._P }� p O r � -•.. ...-..- .i = --��. -.�� MATCH LINES \ /�' i ..` T T. 1 =J .,:. :�F•' .1316.r G'Z'S` \:;�.,v -:' ___-_ I_..„ ._ �� -.�:, �-\. --"�``�� / ;..�'-: 7 - - 'E•' •!_. I ._�. _._,._ .,.' if l ".t ,�1 `. -:v 15"itlu cast.::in-Iz sn.�♦ 1 -j - protect \ %'- :.P ] -[^CI ,ae-CciicrpeE r (1 - 1 U'i exfstinL - 9h ..- fir—._.+ \ I IT t ___ mtanmg r �.T.' '� . W I '.': � y'" •. ::,W ,�,.:11)- wall ,. � - - - �I 11i,�` rr 1 a - 1� .. '�� _ o - l: ' 1 PERMIT SET s _ —3 l ast-m-place. „ c �I c:nst-in-place �s k,nLai oncrete crushed I _agg egaee L�--. NOT FOR CONSTRUCTION -"` -.:- r X stone arts — O' e' t: 'u-,5 WILDER DINING HALL bluesrone y ' a L T DENT CENTER sta[rs� court .,, p &S U handrails • 1 cc.vvC21T, `-' GO.Vr: -.r •v -y -- P f lilucn}anCsLiuS h', _ � - ^ II MIN 5, S -.l ' contrelPrelarn[ng�Iall IN Y enerN}. I E -. I L�GAc -� wy r .•..-.+ "i sE•at Walt' , Is[.ne vent S:,tiR� =�-t�-�.._..•.,..�,_,. :-�--:-...�,.. ,--..,..v:.-...,.i_...;.-.1:;.5f,-_,,..{r"-.,.,.,:,.',.-�,,•/Y....!::._�-..:._;. :�,-,.-.:�:' 'I� :.-�'e�_rI_" �,I.n].srplantings K { - � tbelmmP£snto[anrevt tyL1.GliNERAL NOTES: a[rs IANOSCAPEARCHREC L As thrs art n[m u rsa ablir m forsudns and ON vehicular tra[Ge rooe i,naRon o[the r r<l srle wr[h the Schoo€an f� _. Ff O3 _ :_,. �.-:� _.,- ,,-, n r'.,..:�:t•.:. - T&rarfm�m _. lurmpnnn,mnrable feming wdt be regwre3m-der to mamt<ima 1 ,[a.- � ,- -...- �.., .+- ,.. .-3���• :','15. - E Tar3dfnrril .,�.," / consnmr f n�nonurg access aria worLatleJohste.„ulhm the Lmrt of � -•._, •,-,-. _-„ - ��! �/ " A.T.LEONARD ei ASSOCIATES °- o .,.'. - ,,., �'-_:. r•..:: :.a• - :;f"' %' _ - - -�,_- I �,. ,-.. -,- ... -...„y t.•y _,_,_,..- _.-_:., �i.f .- „�j(�- LANDSCAPE ARCli1'1-fC7'URE PI.ANN7NG _,Staging,slnrage,ks4xkpiEe areas shall he contained within the limito[ IT` - � - -r ',�!.: •»-%" � �i - ..,jr '-.�, - �'y - x"ork-less wrir[en '.ninni i,�en by the Schoo see Ci„il drawin s -•:: � - „ : - ': •t. � F'�� b � 6 _ ._ 1� rnr .-:.. - fi"iCnCk.lsl-vr-tice• d�' - > (1`h.-"'. CEVIEENGINEER- r // \ �' >re•to cbn2 etc �' ., :.. ggregH ec-e=e.•::..- f:.. 6 ba. etc 3.Contraclrrs shall notits�DIGSAFE at l-b[KLDIGSAFE 3�'1-7233 and lhc -.-..._... ,: -'�'i•• - : - ,-• -... :.:. - , .. -�`..•- •,,F• .0�FC •?-' �'l � t"� 1 :,I .'... on,vcn WNCT7viAf11®BINGHAM School at least73 hours(excludm 9aturda s,_unda s,an h ) r� �� C -, __�:._... I I _ •:- .. - .�. `•:.: - ... �.��:. bituminous•path-dYP. s P r_ to meet-ex[sm rtrs..r,,.rxsxa.,..n xs;iYr<u. .-.._,,,Hr [ :',�'._, 1;�...;- 7"! `-.! ;.:'" .' •,.;: '-'a ..) colt>;. 4.Contracmr shall mn[um the Eoc:tnons of:dl ersshn uldfhes before .--;,-:�._.-::,•�._ ., L.�_:-.... '-':,{n,.{{ cast-an; a}c!conar. rommen[Sn woel»Am damn -, 5 mntncl the ro authonhes shaltbe Fmrne b,the Contractor. pre[ r.Contractor shall rep,-,ir-,n.damage immured duxzns construction Io I � - -- I � �� A]ll1B elja_NTf',Ill!el'.t$ ',sting nIiliflsschedut itn remainal nocast to the School. t..: --,_..»» _-- _ --__---- -------� I s / - DALSMER ��'-'lr c.� 33 Kingston St Boston,MAt)z1T1 LTIvfIT OF WORK ect `\ j ROOM 657.338.3300 517.482.9097 F.Conrractorshallprotexietrngutthties,castmgslruchrres, \ + O T-N impros em-I.appurtenances u,d�egetation to remain.Contractor shall O _ 1 repair nap damage mcvrre i nt nn cost la Sd,00l ❑ O l .tob Number 7.Contror act shall be responsible for repairing damage inside and outside O 1 - +� Pro;ect:BROOKS SCHOOL the ltmil of work line duemcontracl operations.Contra dor shall restore I- Dt,Lay:EITC Checker[By:ATL damaged area<he}•ond rovsa.,rt limim to their orsginal condition at nn % IO additional-1 to the 1113117 Srhuut. - iDate: 8.Contractor shall cnmpi;•with:dkrryuirements of perxiiits and licensees O p [slued by the federaL state and lord agenu A1 El _j sea a SEE GRAPH€c ' Drawing TIIIe: 9-see Ciril irars•ings for stormvvater,emsinnksedimentation control protection meti=rues. THORNE OVERALL PLAN Fr-1 Q 0 10 20 aon Ile L . BROOKSSCHOOL IL t//. ENTER FOR THE ARTS DEMOLITION NOTES: a � � ':t'r 1 cHr A.)rxrstv,g condigons and rapogrnphv were prrpvd1n•profe�.ion..l - c _--_.-_.-- -� -- C(�r7i c 5 sarverors:lViritman&t3mgham Assonates,LLC,S10 P4edurmc Street r. ---- y s� MAo145t. __._. - -- 'I` j 1160 Great Pond Rd 0 - 6'Its lEl' H _w t r l!3 - r'.�RC NORTH ANOOVER,MAD'IB45 2 S rvnlroLc are i-t,nf d and approved Tj-!,.✓�,y _ .- - ..•.r -� KEY PLAN :+ The La 1, Archilrt amtr ardrble far anvdis:re act sor > �� (=,r"!�URfj - - 5c�"ye_ ��tl Lrt;�!- re l- Ir a,theca-sstmgcondrhons sun ey rnfurmahun Prot 6 'ram eta c C tr I shall,-rrif"Al cund,do m the fiddadreport anyarceeterssnn*tm r /'l r\ si S,Si�.'.,• fe�A'��, di-rdes to the 1r&ca Architect prior to comet dr wort.. � tone retainmt;w � / 1 r eo � p k'ie Pr C cy G�r:�"U 1'/NC•N. ;{7ft.S UU !;' //?\ `L� a.care steal€be den not In aama�e a,•st m ae l�nated In rem:,m or - ;/ -, - pratected,repir yr m.pinmment of cE,zmaged Item.derign:dl><t lu remain �, �r �rf:' f ,-._.� .c2 E'�7\� � nr protected sl�vU be at the Cnntracrorse>q,ense �� - /r, " ., 5.17rs oral of ro rc das ted to be removed shall con€orm to nl1 P p€'et' rgna i apphrable laxs�md mgulattnrrs.All sal,ageat:le maw.nal shall be &E-d by the Contractor to stora aesi t by lhe5]woo r i:E7./?•�,p i`- !�% "p o,Me pe' Ena _ /, okber,�h�4,--,f 1% r,�'"%,f,-':`;';:'- f�,'nGt'• -•� I Contractor shall remove nil e>istinR„n=ritnble materiils hom thesite. ti.The Contraclorshall m dinaten•,!hand ob1.ina11 ne ry.pprorals `/ `` `r r,•,f',,T y�-v y MATCH LINE l om appeopriate uliliry companiesa`1511o1offidaLc prior to dreetarr - ofmastruction. prated-isting19J n�45c7oi'lleck R stairs - / 7.Toe Contractor shall u.e tempor-fencing la-.1tr 1lhesileduru,g nsnactran.Prior to the f'rnaliz bon of the prAo,t,the Contractor shall !, ;'/ 'r%,'f'C�;y'fV WEST mo e il[tern •fencin,na barsicadns'the lem n fmcin s ;,• - •";' $ porury g. para E� _! _ ,`7 c�rote iaisting PLAN net to penetrate the ground• .%% r'- ,,-fr�✓-t . B.The Conlractnrshall tas Imes to br removed and disposed in order furJf/rl - - - w TRITE NORTH Landv-a Anhitect ro review theta to cultin d �":'//r' -- -'� �' "' pe gsingpdur gan NoMn dis ,-'i"', if,/• /:'/f:.":'��/.'Ti Y,i,i r'",� �_fy � ❑ s.All,vorl:�equipv:ent shall not extend past the Limit of Nark line.Prior .fE�� In cullin rnleo a h,dl,oblai vaE o€the art line Erom - " '` �% /T � , ,[ ASI-�BURN Smn rxp napprn saw ,=%f',•• /./ /-:"rt$p'���'';'r� 3T../,![, ) LEGEND th,L dsra Ardit,a.Th,CownctorshZkeepAd Iedals rr'/ _ ,// ''- %;-- CHAPEL aeliveredinsiaethelimnofworkorinnlrxationapprovedin,vriling. 'r ' DEMOLITION LEGEND SEE SHEET:L5.0 MAIN STREET EXTENSION DEMOLITION PLAN €EMOV)AND DISPOSE approuma le watershed p cltedion district fro ndary REMOVE AND SALVAGE 1,,} i; -t,s'�� f/.;•,�,';-f•, � lE�.a, DANFORTH _ is '"T,rtPs i ",,: r SQUASH&ROWING %f- " f} REMOVE AND RELOCATE y pratacE erCcstlrE}r�oncrete - - r4'= "!'"r _ DEMOLTI`ION NOTES d•msc 1{ n iw'1. remove and dis ose e[all tvrilkwa s curbs stairs alIs I it site amenities fences 1arltin s rF€awn wilitin limit of ,P g t _ , _ -�i,;`�,f"i"-,i",�/�-_'-:.' .SJ '•�,wf-�;r 1, � ,%._._ ../ ;•, work unless noted to protect or relocate �..-- ,..,._-�.J_s._ AA ,-,,.,:. 1._-, ..�,v ,:..�a -1-- NT_6w - Y d; _-"o:i r, T/jT�• `.,rw[i:�:'=� ._ .,.. -._ _ - :.-.- ..:.:.:_.___ ,try.,. r w •-' Y,.,;-,,., 2 remove and salvae all existin ost li'his .'Er.r ,,__ - �' `` iAGf •i %;'i. :!k"/ '//_';'� ,`/;`❑-�.,/rr x�i.ji:` 1'.t-"� Ll l'1T L;-��-',<-��':'f.:`f.='.•`i/' �:-<:.s.'-:f'' _ ,:;t�a,�7;,:,, �i..3lr�1 r��l'/ r'CSr remove and salvage all exisEing memorials or other donor -1 ...a ;ynr n , f-- t %%- -p I't ;t TY,RES c 4h�-:�; ! __I ;,•'� �l;�9,N F3� ar€cnon-1ed omen Ls ❑ -. -f�` DJ,�L-�O>VEz�_ '`.-/�(_7'l7',r f" •'i f:r - ,..�G;r,." ; "�' --�,-.•',';r.%"�% -Z ,1,.l.S g .. rrt✓"``�`ti I c�--- 7du i3 -f, '��"-l�...(L %:+ -`;F'a,Sr"'i:`;:';,:,js�r:':, �.. ,`�tf75'. %.•'�. ,-;o�;s ;bDG'll'OGp;,.=''�k_-.�: d. surplus soil to be transported to on campus location and t,�raded as directed WILDER DINING HALL rrrtit_sf;nc� / P(l5. - r+, _r•= [r 5. sce ardutec-taral drawing for selective demolitionof- •"-.:' - - / '/i bs �,.;at� .•Q':';r','::r"'/:-"r" '.•'Nr0 IAII?.5'--';d' f' ° €zSTUDENTCENTER ^9; .-` :. ,,; ;'X:';f (� T G c - dC',-'i F= 7;..o WA1147 G- builriing .. _ _ 7°-'_- •'�' _ _ -1.�k7 iVL/.,YL7lf�/c,; f- _,Il.11l%l�i`t' -t :'a�F , �,n •7 �:'!r%'��,,,.�❑�� f//, ` '.r:- -�•-;%"r' -ma's.: ,--- alp.. �:-:'� '! -�t„ 5, see t-ivil dract•in s[or stile,--five demolition of utilities- m Feet utilities nctlalxeEed to be removed ,',f"-' S / P //y =7, 1! ca.:frir r, -lr ,-��;,,•'.•`,':,.t.. ,- r - ,�'L'' _l 'frE'Ll7 } '-�. .x`csSP P 1 ._..r_.. Cc.h L. - r/,{Y•' 1�E'K''fm`,; -�fI:J� = f,-_. /'' '�=.u�- -AVIVi I Y.v ,/n. =",r - 17fISONS 7. rotes€all eaislin frees unless otherwise noted F _ - -T" -�`:` •'.•5.+1G^' {' �` - P g SJ 1f.RS - I :-.f r /: :',,+!:cFSsr�L�,-';'-`,• _ ,-'/:', `,�- - I '.`.,.�r. A : INFIRMARY57 [Crl fo 8. protect all trees to remain with tree protection fence around // - - P canopy ,,.._.._....�:._-_;•_ i Yam`„ .--.-, r i;';'i_:: 'T- - / 5'-/ '"f�- - !/ - .7.� - - / tq 9. mne all tress to remain as directedb€�n�sca earchitecl � I .r•r.:re � ^'I r^ E...........Iw r--m l � < :-:-:r,-;-!:'r;`.��'/nC.c�_�, i,' fi•u.;r1%J;•.:', �,�-� ,�/ 77>'�!c-:%�' 'f,- _ <Oi.:J2 �. 10,deeproot fertilize all trees to remain to access. � �i_ ❑ � .._s-r {} �•=r. ;'�::'�; .� �: h<1 C:582 - "'Y 1 _„- �"' --.. 1' -4'"i.`rr;:i"`.'i` .�,,>f i%i,:!= __ GON -------- .. ->•;*--r:,:. „ .t _,,©----Q--- -;/. C[3rV& c..r : ;.`'.' r'rw'-'; .I`GL. sated is School prior to stazt[-[of • -. -- -- -: - f.yr/,- -"/. -/ l - w�'`,-� 11,frees[n be rekn y p rac. -- - _ '_�- 1I�,-� - - i� -. 2 ��:':f ' ;S.rorC�,` t,a'�;_,/ ...�%--' _ PERMIT SET �==il7rtrcA,TiaN';.'f s _ ;1'. 2�:.-i/:;' fr`/;':';'%-' �' - -�� NOT FOR CONSTRUCTION csr --;' � f. Xr;l��r'•J, 'J-5:*VNE;";'. 2. fir"�' ,1- - -'f IJV tr I /1AS CA.Cf ' ',>�" } -g C q er5 r s a ON DATE i Na. REwsl a: DA MER- LS c '\- I' LANDSCAPE ARCHITECT-. o I ROOM li ull [[1 A. t.. A.T.LEONARD&ASSOCIATES Q LANDSCAPE ARCH3TE[i'llRE•PLANNING r: — O O _,__.,_..,.. CIVILENGINFER' I'.,r.- ..'.• WHITMAN 0 13INGHAM 0 � O ki4l"1tktl�kal;rV:TRt.f EA"n µT;\Y;r'°kt ARCHITECT. AnnSeha F�.rchitects 33 Kingston$t Boston.MA 02111 617,338,330E 617.482.9097 Job Number, PEoject:BROOKS SCHOOL Dawn By:nTC Checkedily;ATE Date'1113JIT Scaie',SEEGRAPHIC Dr 1,g Title: CENTER FOR THE ARTS DEMOLITION PLAN L2.0 BROOKSSCHOOL CENTER FOR THE ARTS LAYOUT NOTES: I J I 1.Contncmr shot€,eFiF•alI-liuoms In the held and report. and ad "_. - " f ds,-rel-im to the l�snds,aPe Arrb.lect Prior to commencing worl.. 1 -.-.-•�:a� -'-��_f - _. - _` ,� ?/c a.n,alterati...to thesedra,wmgs mode m the field sholl he promplll i biEummeys. 5--'"n s[p p 4.tn 5/�[/G 'Lp i`% 1160 Great Pond Rd reported h,tF,e contr�cmrto lF,e Lyn tsr,pe arch,tect for m„ew. -F;�- P7v enF to remain G-1 1T t sp w 4; VIA \ NORTH ANdOVER,MA 01845 dirnhon mid/or nPpmval and recorded nn the Remrd©ravings .- --���___ _-"-_,,,,,•-,,..,_.,.1._- w S ...- rrfi �? _-W_r�-�� �.`L!~�`a__- 1_� _..... 1 _ 1 Conb d-shall bey asible f-da imd&and ovlside the limit of 'Y -n� - ,.t- ^^ f - -- � r es%/ KEY PLAN espo mage -- 'v\ iY"D toner lefoo in8 Fz -� L•'c J.CL?�,':l \ varl:line due to,r,ntrn,topermlons Contractoc sha➢resloce damaged I�e 1 .�/ r handy.�-s � p � jv��.A❑new �'E. It ueas be,ond mntraci lincit,In their ongmal rndibonat nn additional - `� detail lJLe-Se a ne msllu the Clwncr. t �[ 'b 'ti" 9'd" N+ -iS'f`%35 i.'i3te Conbactox shall verily all taYout.dnnensEons,grades,.mdinverts � ....._. ! e o 1Rl?,'L,'vi(1N ', poor tc.,omtru,fi-report any and ail di,crep-6,In the L d-pe ;I = ❑ Architect.All,i;-p-H, shall be resolved in writing Prioc m " / stone retalnin ll � ["�1=�` EASTdetail 5a.1 begirvung work. �- 4.All lines nrpeim-p,,pmdicutarorparallel to Penes fxnm which theq ore measure1..1-otherwise Hotel. r SA t _" v �•m � "hick � /l r 6 5.Where,,,ain meets ex,slm •€lineand adeofexisttn �' .-- - P 6 bP b gr G / post light,lyp. _..".",,.., ,ass in place ° ,ogregale loth m.,,wnstru,tion. I % fi-i k nuele c1_t-m-place -see del�il '1 -.�. MATCH LINE 6.All-vcu di,nubed from mnctru t n a,[Mlt to be cek.t smoothed. - aG6^rega le F,7/I-S 0 F __ conrtaie fertilized,,-,nd seeled+uiless Mher,wisennted,See erosiom-ael plan and notes. 6 7/L9➢ i 1 --LIG Tit [ € ! t` I S7 t wfst S LAYOUT LEGEND ' [;:. '„I 'I,', LAN w-- h hOtYtH❑ cP91 Nor.TrltTvc/EAsrtNc coNTROT.PONT , 100 NORTHING J EASTING LAYOUT POINT EQ EQUAL ASHBURN CHAPEL TYP TYPICAL c..No IJ ALIGN Pos POINT of BEGINNING SEE SHEET:L6.0 MAIN STREET EXTENSION LAYOUT&MATERIALS PLAN E y� POE POINT OF ENDING .. PC POINT OF Ci3PVATLII'E T i I`� r'r I ._.,_ �. drp d PCC POINT OF COMPOUND CURVE v - -• - - 9/Lg 0 rta_7 ` PProxi ue wai,rshed p=€e Eion list t boetnrtary t € S t:i ••.'.;4�L,'t'h`T T j/ L_ PRC POINT OF REVERSE CURVE PT POINT OF TANGENCY ° \ DANFORTH �i� 1 1 71 � w F R RADIllS v�..-PF r CN/ ` SQUASH&ROWING I r r r1 r., A ARC .i.. ! t i „zs aV _ v 1 reri r1.1 r , v k, / � � I ti I c, 7 \ I }f / e -% r{ `�r ❑btuesm❑e dens ost li,ht t oENTETiI .tl r f7 xT s s-.r+ �I , ,e' I on INck tasl-in-place w/handxaeLs P Y YP r �FQ TE3E Ij -`sr - 't -../ l' It. -Fs'e❑dc•tails,6JC.a-D I '.•'; ••'..• ' - i,;4RTS � f,- .,..._".._G'_. � i /i MATERIALS NOTES: ❑ a % e.._._w A a,m m,•e€s existm 1 n 4,�x-. _ �:y.___..r -a. ,r - ,vithnewconstruction. ._.,, ..1/:Ic,l�f . �^+u - ;,i ! £,1'/�:IGSI I I'. �"� Iw.'•I n w`- (1tE�'N 1 l •,: I SAC}( Cl�NT 2. i stiller and sealant sh�dl be lacai whem enl meets - �.\w s _�_ ,,,,,_I..�...,..._....,.,..,.„,.... - ` ...1 F.,ar,s onloin p pn, _f.`� t .. "O _ i 6'Muck-mst vrp a I If,I fi❑ ` Z1 ST vrbmg,walls nx other vecbcal elements,m,luiing light bsse h,drams, , t i T, W® F_' la re(�to eX,ncrer han,es and m,ers,bwldmgs and burldmg mluwis,sNn-,alai tb. �4 -}„h•Li< -� _ - d'TH''� �y' -see des ri Nils-c� i.� r I r 6i•Ifnr�• Ir%NL'rlk{ ' ,z,n,trtioru tis sho„m on the drawings. r�,...,1) e-,-'- - '-b+' ':�31 a C d0'-9^ •s' n' ` 1 (,,�� _blue•tone -cast-It�, y g 1�-...�L ` - n L.-I -. irrp edge a88S of \ 1 _ y. roncre€z 111 t .. ,•: ` \ stone seat wail,typ." _1...-.1. -see detail C xi"! L_ �,v proEecl&xepau elal and / see detail 9JL3.0 s 7/I-3.0 U \r f a � -: MATERIALS LEGEND ) a retaining 11 See lan3/fa � / :': ({ ` retaining w a€I h d slu e suiff�rag 1 lluesigne stair�� n,rele ---'-" - •••• L O b� I%"r f%of WILDER DINING HALL footin R han ira s o i ��. AGGREGATE CONCPEI-E PAVEMENT -=u , - I, e v` &STUDENT CENTER See laa I/i s.1 0 0 �, tee details 2,5,6,7/L&8 .�: 'D` ' ,, -iL t d Sly R., -p �T£dn stone veneex to m,' - ADMIN -. ,•�sP �£T``•,�. T Ih stone nu'tvall lws[ �.-. ue.cea� Y t �c=,T•�.•r BITUMINOUS PAVEMENT G'- �.�^"" ate on _ wu,I ADMISSIONS r. �,s ' I 1 C.fi y6 p mly,.ilYlH vgi0vp _ metal guard xail:zii6unfedmt Fof wall see d'e31 INFIRMARY L.C'I, r_*iz 'zg ' M q -� see detail i 3.➢ - B ll E.>; see details 1,3,9/L8.6 I = i` WI• _ ,�,i- �� _T - - - �._'I ._..... _... _ ..�li: Ilb€uestonestairs i �L,�.�_ XI - {c _. Ids .S r9i%r.. bluesly stars l,Jcon i, ;concretefaoting& - �% :eeF,'•.r 1yv6:`•u'r;• f L_. -� �_�.�..._.._...., o 4.... foci{"rrlshanclrails - Dtnndxaas see t �-T �"_ ';9Fa•.c..,-..•Epp, f e wood A,VOSCP?r,.` f n:h-,xn- cc,or•>f Ci7NC. v -s,te el`a'il%Y/L$.] �idetail T/I.3.1.. f! cY Vfr.r.:.r..• f__-f t �� S7w .c ° cast-in-place con,xele watt - h I 4 - png,n CRUSHED STONE SURFACING I r..J o - 1 tied.,stairs Ct see details S/L&O -, r 1 �•xl�nlds to become footia �_ ueslone stairs 8 - 2J19,]eiarl ._ .._.�v ._ 1 €ace T l/ eas,'u -f PERMIT SET � anger Ie ro ete light,[yp. .c.. I �_❑��'_-.'�.- o STONE SEAT/R ETANING WALLS - (1 - - I -see r tail 7 .a t➢ht,t •'•• - ".•` f"?s YPPcastmplace.'• F kk see detuls 8/L8.0&10/L8.0 .-.- ❑=...............�.,❑"-'�_r :.' •i1'-P,�---..,-..•' .�._-- -- - f'A 'a l,+re zk•.6,,-Ise,...'.•" - rE G 8 t1..Y;M ___- _____ -_ i G .3 NOT FOR CONSTRUCTION ' I,T 1 re lv �_...---_-_---____- •. : (^ '•,'.. •1} .'•'.•. •• ode ail 9.D. .......... _.,.r_..`I ,-c.,`s~i ._u_.-- - ,.. ... - .. `1•rr1 �t� 1•I(.i r�i" `i,f .`;.t ',�asE hyl,l 6 -1 f STAIRS .. - .• ..- _ 1_yt. bsldl4i{trbus can¢ete see det ik IA8.1 ...-cs-...,..:::..i- -' s _•. �.' -:• ,r t-e,• .r.,r,.yam_ .,r.:: ( 'i e detail i,3/C+°�9I'C.;^"i n s 'S_ T. J I I^ �..zr.. ,l I. :•6"thick castmplace 61thick nest-i-place v\z •6[h1,k,aslm€ t [ ate,onc�ete aggregate,o-rete P bltuounous,onuete C<: :.' n+•'' agee ' i see detail 7/LS.Oa see detail 9.0 n - •tc� see,etail 7/LS.D see r e[ail 7/L 0 _ ES1e l..'-.-....- NO. REVISEON GATE .-.-.-.--___---_-______-_-_-----_-_-_-_-_-_.-_ ti DALSMER cam,,` ,� I ! �/• /•• ROOM LANDSCAPE ARCHITECTIBM i A.T.LEONARD&A550CLATES LANDSCAPE ARCHITECTURE PLANNING 6"Ihigk coal"in-place I aggregate_ CIVIL ENGINEER', anC1e1e WHITMAN O BINGHAM THORNS O x,a.irm[.r:,r:.dY.,.T4x11'Sr�. N 0 10 26 AEI ggCHITECT'. AnnBeha A.rcI11,tects 33 Kingston St Boston,MA D2111 617.336.3300 61 T.482.9097 Jab Number. P.pi t:BROOKS SCHOOL D+awn Dy.BTC Checked By ATL Date:wiV17 Scale:SEE GRAPHIC Drawing Title: CENTER FOR THE ARTS LAYOUT&MATERIALS PLAN L3.0 BROOKS SCHOOL 1 C F!1 II I>/ V r1r'-'Pfr11cS - I CENTER FOR THE ARTS PLANTING NOTES: PLANTING DETAILS: PLANTING LEGEND: K Sfvf.. A.AJInw oyssN-shall e tLI,l moult Ictnnda i,c fthe Amcric;m -.�-- __.._: .-"..... d'CR,�Jr� y_y __ A o<,ahoaofNursen'mrnaslogradmgand4ualily - SHRUB/PERENNIAL/GROUNDCOVBR PLANTING - -J ti"'-- {;; - 2 DECIDUOUSTREEPLANTING - 1. - (APPROXIMATELY•7,S170SF-SEE PLANTPALETTEFOI.BhLO4V) ,_, -. `- q"plrc' / \ 1160 Great Pond Rd 2 All(ants shall atulornt no the measurn-k,�f ed,exre tthat L8.2 _ o f1:a lc,N" xe -' _ R I t' MA 01645 P P�'= P _-Fr- `' I' � NORTH ANDOVER. 1 is lu than pan gar s pet,'I]-mi mar by unntda PProv e,{6y the ��L8./2) REN T Lh,e laiseapAnh,€et n , a '�"`a`a=' -e'�-__�8-._yr\��;-...E,i!z..°.-.y'".�.c-'*.'�---�;-y�'t._��---�._w ' «"'•'^J."I""`A"._ 1yR-L'3}f'_fl enna�e KEY PLAN (APPROXIMATELY 14,00SF) _.All ph,oh sh.0 b,mere goo nuro good 1o11,ullwa pracltces and shall begrown under elimauc.nntLti,ovs stmilu 1,[tens, `2 o' IPJ" b .�o,eosin r in the t 1,-di Ear,t I...I t,t°e, 9 SHRUB PT ANTING3CF PSOIeC 4 y LAWN-HYDFOSEED(W/IRRIGATIOIN] 4.All pl-L,to be[xggrd m-pp-ed nursery by the landscape - (APPROXIMATELY 19,(M SF) Archilxl pi.,to debvea•in the site F PERENNIAL 9, m pp p dl-an , L8.2 GRASS S PLANTING;MENTAL - - il'•.>r' - + S.The Conlrarlor sbaE su L, l,rol ma Ieo lm a lies sufffient to f ', 3 - mmplelelheplan[gsho[vn 6 CROUNDCOVER PLANTING \h s 6.Balled and hurl-Eppr�.t piant(BFr6)si[ali be mo,ed wish therool sy Simi ai-� '• -8F\ Conlunergrn,vn plants shall not baremmed L—themntntnr prior to fhe be art liorh'tn the ronrir;ncr. �7'$8 SEEDED SODDED LAWN , i 7 .•- H•F-:�a MATCH UNE 7.PI-ting (7)P°Is loamdn(1)Pa1 - \ l,eai moss be',alums,will,n pH,ilne.of oA to F(7.to a mimmum depth _ K - ,! ,�.J FFL7gq 00 3 4 B.All bees and shrubs are t,mreive Ronk'feoulicer as chi red by "' (.._ �v()G Yf' WEST PLAN 9.All plant m-Eten.ils shall be gu-vanleed Cnr one f 1€growing year(one I --i , .�i ,I,I, t} �� �f J•� _ oRrw rear)after snbsE,nuaE rnmpEeunn. ;p -••-__• \ r RUE NORT[tiH(<T 7 E1.Any pl.mf malerEat[teal d-es,l,arovs brown,nr unexpech•dll`Leto€u'[les .. �v : ., ✓ � ` poor to acmptance of work shall be promptly oem,ved fr,m the site kuxl repIa i,vflh material of the same species,q-1fly,size,and meeting all - -- 5 planlmg specihcalrnoic �' /'r �riaJ//r' ASHBURN LEGEND CHAPELIt.Plaating Iayouts shall he a ppmved by the landscape A,chilcct Prior 12.All pLnting t-1,me[,r wive weedb xler Landscape fabric nnda tr[mdm am nr s'n[pr n um blaa mnllh.agample 1,be appr„ra b," SEE SHEET:L6.0 MAIN STREET EXTENSION GRADING&PLANTING A PLAN +�,`4t El° the Land Axehil-t prior to drwC.tl3atinn h N y km rc - F a R 13-Srvrih'all ueas under the exi4hng pav tarsus to be re°,ov in-ldrh "`:`) �"lr_`� iu.r.v.. -, -. ': ,,'•,' :;:,,.,."' 4 sY k 1 ^ will hwc imEm and or pl.mling,boc•c to a minimum depllY oC 12". _-- \ , on doctor[boundary _ 4 ,t-+- - �. ��J approximate wnleeshed protecta � - /I _ F+f DANFORTH e�r a GRADING NOTES: ('1 SQUASH&ROWINGrl 7. Prokrrthen�t,mark�rlhel,pGFutewkmama.l,mrGE,7rMemnn>ilstGne — � a\ irk r� r E�_p�+ x �t`� ��� + �� ? � � �,� �; near the summer amp buildings;terrs,Ss murLs:1]evalion 179.95 tt rr�'1 d _•:`'-'a' :r ���` -- LL• �`'7>;T �i-"�S:iS- ^' 2.Consul[all drawings and spc'A_1n-ns for roorddnauon requtrrmenls / i .t's ,v ( 'I' r x• c '7 I �,-1���'r L+elvveen all iradec before mmmenGng new.uasuvrdon.Conuadur shall t r �.- .n{a�t: d �-IT k '¢`)'} J notifi•Lands�apd Asohitrclfmmedt.Hely of any.md all�onl7t�ts bclwcem y-%' ), N',IR, -i �:' -� n^ _ 777 I e I.. ,+`• S — propos i ate war],and wort.°[all other trades. � [ 4 ,i c Tk 3.Cnnln nor Fhau Yea au rPna'H°nF'n to rely and tan ^ o.t 191,7n °.;n.e d ry "'�'= E�1'7 197R191✓a } F' .`rY }/'T _ f �4'1 disacPam[e-s to the Wndssape Aakhilert priortoaomm...mg work. .lny atlerations In these drawings made in the ITrLd shall beptnmplly [rpodrd l,y the i..xl. 4.Audimcasioors,Jevatiorrsaria[avoidshallbeverifiedutthe11,41bythe ,r ; . Y-` = x- .��7._5 `�i--J"' i-: -:'f f _ ?aA--"-'�,I r�' -! -4 •� r. 5.__,.,1 -;. ^ - r_�.i=. ---- ,max- * `-a--4" 1kN�I,•'`1 E+.I, 3 11=31 ti� r�k. PL�(I5T Conlraclor nnda dbv the Lndsra ArchileR lobe r'-"" Tq\ -� T "� PPmve pe pan, gig �aq4:� 1 1 1 -- r• a, .. ii •,'e 7 cl.- - work• $9.t0 a _ r l� T € S e�----- 169,7 5.Ad7[[st frames and grnles on sHe to grade and hokd frame tit plan,vW,a h b I k FFE .`'�a Cr�VL392� 1 891© ^.ITN 19 u-i Y0 I5fT �FF,141A0-.T"\� 1 �`i � E .�a!e bed to All new or.,ij-tad manholes, Les, ;"p �lE -1L "t;# .I•F ,^'�'G fa,. a' _:.I 1 polo Pavmg 7 ga3ga '__ ,— Its " �1` - siti;?":.;'�' ,.1-- _ 1' �o:I k'\ r r, z' �l..�a rn r x water gates,and water services shall be flash n'ith liniskred grade. .. t�s _'a��� ,k-:-... h;, - ,ij' i y 3,.�-� � � -y -5,^„�—,-- - ,k�' .:�.t � _. 6.The L-antraClar iS Yasponsoble Eor ituvxsng all proposed areas 1.be secded / , r- � J, da 5:, �,\` �; 1 ,•_ �•_j1}r-jF ,.': �r�''l u?`\ `��7 `s shall re[uve p minomvaY of u'Inam after tmmpne tine(mmpacunn of NO o) n� TD 18�er -r unless olherw]se clua-led.All ad[bbona€lam borrnty needed to ach,e,e "�«,rF',,, �'+ bs g Fi'E 189.23 1iAL[IF G.• WILDER DINING HALL sp 19,d depth sh:rfl be lberespoasibilrh•of the Contrrd The } R YD - _ Y isli5-' Z m CC'•VC..1P �z �["% &STUDENT CENTER x r I9ty;t 9addrdl.T f q �1• i=cs Co n,,l r[s also r-T ru-able for,cote mg exi tin&mys61,1ii nuues. r,� - ,[ n- r _d E \ -. /r' .-,�;.n 7 �P� t a., I,'( 1 �_. a i.Pilch e,--1 between spot grades as sho,vn in aoss sections-All paving ( - / 78 -a`],.., .':.'.r.'. :,.,r, '*.a;1 Y-'' .,,.:,- I _ _ --- pe'c .: a 3' O r-',./.•- `\ rJ..' 1[1@�f J'.; 3` `. e .•" :- de.. ,:- AD MIN Ct_,v�.a',-. a ;4IL +`�SpCHUSE'oo �_ .ueas it[t Pohl!1,`Loon al uun.Pitch of 116 Per foot 09')unless f -'erG, - COiVL. ....-, ". s '. `' , .:, J_,l" .,;.1 ,.- - latYn 1 •..Tl•s o€htm,rue shun a Re 1 an•dls[re c,f tn'een edstin i (—--.-.rr...- - - 'T n"' 7` A FFE 392.0() _ _..^ Y. Par 3 pand's,e gant -`_�f--e'+---. T Si,�1RS r• 1 -k';:1; 7't'p•a..k �' ]'"- I-'� .1,...- _ e=^DMISSIE?NS `��' d'•s propns ispntgradrsmaldnnapnchaccordmglymlheL dscapn -r. F --. I , _ �±' _ " �� €t .INFIRMARY L li _ •o Aaleette,Y�mmeas,Ph. i I '\ a e s'svw M u — 5 n¢T ;_m19z.00 3� i _og9� - f O a t x- +,a .r 8.Mamtam a m.,ximna,of 2.a ao s slo 11 ed thways,unless I l � _ CC7/V!. '. I Re -'�-�' I `'-�4 9 �y '1 `^� •t�. _ kr , - 1 1�r U r °-'s•sx..ts56,•40=-: 4- .- N / Z4}.9P• _ �.!' ..yy,'-.._ -- k '-FFE295:{?E7. _ 1Cvj -CC a ate•.ANLSLPe 9.J!!., r a t �. 1 y 9.Excm�ahnn adlamntlo crusting and proposed utility lines shall he done by �,,,.,..,.,w�- � � "- Li,A't,. � '� �'�^ '� + s - 1 � e •. xr d-�di lawn i &� i-_` ,..,v.,�,r,.-,auJ re:ca.;r. / I",:�, .,i�, ,r.•.^ „" 7 -i. ,},r^ �' - a-ti_''-- a L 4_ _ __ -i/ ..... _ 10.All sl,pes sleeper than 2l(nmlength nm hetght)al,a➢rec8ve ernslnn — controlfabric - - PERMIT S� �_. x^ ' } � .�.r^J �'..,.�- 11.Upon mmpEetlonoFrough goading.Contractor sha-tll nntifi'Ianli.ape ;n,� nn ^. ��._U-_ 3-pC .� .,( 5h2 f - ._1SJ -P - K "� dilly C;.cf. Ar�hitcd ha appro,al prior to final grading. ..y:i"�"'_•,r sr - O :•y I� ---------� ------- - NOT FORCONSTRllCT[ON 12.5 €us soil totes traovs red tooncam hxation and dad tic [I -5--- --- -Ai ( 36t. ,% 1,' +_ _ .lam ._.•1d seCAe;, n -- ,--� - _r urp p,[ pus gra „ m F 211 so n` _ r -I3A v y j r 1, /� - .i`, +�. +- `ac- 7' .3 : - direrled. - ,AI J✓/ -'` -'-•r._-�.._ -c.�- `J -�zm. � �' 2AC vzo„ ,f f:'A 7C:; GRADING LEGEND cD fJ - .`-'•(+. FYI.=J /, - -4e�d"ed':t � ,�I �:3 a-"- k t}a •9):_ .��'t-_ C:�14., �<; � 't -'� �c _ �"'�t♦ 1�:Ly M', f 1-s 513' EXISTING CONTOISF Z� .E ':;:-." -'.., -. >; --::: - :,_-)�, t .In`i ----- --- ;m,_ _-_-_---_---_. 1 cl 1 - - NO. REVISION DATE rn,3.13+(,1s1s) EXISTING SPOT GRADE ,d - - - "` DALSMER '�Py�, La------------ ————--------- _ i �. 513 CONTOUR MINOR © ! 1 ROOM LANDSCAPE ARCHITECT: 515 CONTOUR MAJOR El., 0 � - i +51,59 SPOT GRADE 1 TC/BC TOP CURB/BOTTOM CURB I i O A.T.LEONARD&ASSOCIATES T-5/BS TOP STAIR/BOTTOM STAID I I LANDSCAPE ARCH1'TECTURE-PLANNING BD BOTTOM DECK 1 CB CATCH 13ASIN O i ° CIVIL ENGINEER: - YD YARD DP.AIN - WHITMAN®BINGHAM A 1 1 o C I A T % O THORNS 0 10 20 O 11 N kf h ARCHITECT'. AnnBeha A.rcll.i.tects PLANT LIST-TREES: SHRUB PALETTE: TYPICAL SPACING:5'O.C.TYPICAL SIZE:7GAL PERENNIAL,GRASS,&GROUNDCO'VER PALETTE:TYPICAL SPACING:3'O.C.TYPICAL SIZE:IGAL 33 Kingston$t Boston,MA 02111 aarnmr srrr saa^ada rxvrm Pan wma enam sdaeea San aaaamr srmhpl soamaFazure San slres�mme^a a,mahry s snenhsa Nam. maa� BIT3313300 617.482.9097 G �m soda r�am�mi: camman Name e 1 _ Jab NGmt,er: ]:AC 'rim '411 sanymm sMtiv 'F2'-S6'-nvlhe.rlyllklenyn'd,pmY krvY.tlslns olwtiw 6m cn,rM am cevfu„n ----"Sh tiro avpnYva Grea rbslism l6,l shade - e,--W^ei^4.w1 : Anrmncn ercmtayselz 'nvsvny SeMcvbvn3• e_ '9 e:vucm ricer- uwmvo eossma ]'rob yr ev dote,amaveanlgaenleewvt�mMonzevtm- Pannnlal4 G[aamad tlmpndwrelF ------ bn siml mshativ rw try ram M:e[¢wen : ti aF A.mzr n-i •Frssar Flr___ 131 sys SkK,P-nvtM,y gM aM cwdoT given neea.�-rmm a:emnpvwl:gt_ - fa `Lecher¢vintbliv sammerswee maf-____ -s-oar p -------------- ___ _--_--_-_ _-_ ------ ---------------.._--_"..._-_..____ ----.--_.__-__--______--_ _-.___ ____--_--.-"-"".___-__-__-_____.--___-_""_""_ ems¢unmtr 'dk soil mshaee iimhe,di Mred¢limo maeean brag._Wni:ioa�ii eai[v ean::�a PrG¢GI',BROOKS SCHOOL AeaSume(----------------'----- --------r :dill Pun �20-9P-a'OhL rt/A W.dvk p,era bf ape Nos MRvnl vrat:peredin ONr.osn ewras sen<ee Fe �Y - er Ke rasa pa^asset ac vm pas 1 --------------------------------------._-__ ________..._ _____P!__--_-._._.-_..--""...-.__._______________.__._. ee dT.Ag pogrootl y e q _ w-roue arced lAmtlen Grses,4le aammet updmsitmamd,q NrcAsbv�all lawxss aq Rae Made r s - d ewamama;vva aeua[wa xvn Faemtn' Fe Wt s:m I m sh¢0a :3 Nsnc,campeR.M era v.Me Ivses,mulNAw amamn bl age ins,Min cenNus atrrn+ks savmiap VBn_ p 1 i r `Lll Pun 90.5P-nmM ht vat la'b el:xre rout said sceae[In 4G F 'Potrtnpld evrda,d wad Potne:pole _____ _________ --- -- ---- - - d5:Aa+sar<narun ,Svpa lAa{He ___ ______-___-_�________�u�ap___---.J-,a-_B. ___ _..__.._----".----_______________ ________ __ _ __ _ _ Y s--_._..."......__. _________________________ .__"__-______________.__.___ _____,___d__.___________________________.._--_______________-___;:a1_-..--.""--alit-i eft_____"_._________ni Nlvw fv:.eio"" 'Pwltcum wpmvm sicvW Mdd' ¢n Gress "IY-vaaber cc;cl:im inn.ripn!prt¢ieieia:.iiue[evtdiien.ellaw m,tv,m n CP;aardnm Mf:dw 'Furopem Hunlmam 'bn suvlbn sneeo �]oaP_erase vwt.sssa sin,ye_km eNumn b4�e Hamameue-Blom¢ WI1cMssN sin L ena0e - sad dry ianeeeedmtmv � :,s'eauH. _ Drawn By gTC Cheched E3y:ATL ' I •vssua Tine 'Vtl can 2p'Eg'-mlvnw[nmamerwfia ----------�--- :H ,I'fytrvngee 9micWmeL eliBg-------------Pandcied HYtlm,yea ^�mmomMt F,n sans _,_ _ ___ ______________ __ n G Cemkb[oral Ic:vn R _pe_noaa shaped bmvs_ P___ ____________ ________________ _____-.- -- .".._____."_-"________________________r!%-_-"_______.--_--""."""" _ ei.hade ;e-smnc[me tarym,twnaan[ P- rue Mu-rise n---------- fames H v gsa gie:akblte'Atlee' paklevt ahymanpee Iwe[:tiv 4n.mlp.,f vhetle c-nasay.ed pit a w[e[rases rum dlW w.n nmNnry --�-_ _ ______________".--""__"_-__-_________________________�-____-----__,_____.-____-_v """,!______lama_______________________.___-______ _____`Pamnmmz ------------ ,---nmee.etaibrva s!w anuPaa las,m.daa Brim naaatl�FP rdwpr mM Yam+ [Al, It3lt7 ____t:_LC--amcN cvnadeseis -EaslemRedbutl _____?JfleValF?a Fnatla F52 a%No,aF PaBhl___p_____•____-t'a'-r-at __-_"s_-�_ __ ____ --"".-"_."______________ - :Ic 'pu sfmatv5ltMs' J anne Hdly _' •ba.m l4tl sheds !-:p•'t1'tyy:vmtlal_Iwuvas aaA Oi=alea.ea_________________ -- ,AmavrvonWreeh4, BIueSW mnYd'.o:a _ 1 P'rarws llmaa YJ,emkcvv 9,aa• ,FlvmArra G�xvotl ;maY __-�Ibll avnlp-----v �SS35-deeP�^t lvaars wl wl:tvcwvrs bvfvv loefrvJ.rod hJt_.._"_..-----__ ______ ._ _____ _____°p ________ ... _ s[,'Igm;%-i';ck nmfes _-_______ __ mach _ _--..-_-___ Iad;es Marble__________ "_ - a'puneccentfwsec chWeuce iav�sve"" 3i N N rasp Nora 'Easlam ga¢tadar k!law '20-0PNmat -Moe.cdvmw -..�pca plvtiro'aisac_. iM my inmu MksI"rat shade tPe,eamw _ : �tv Morse fvhvpe,Min hvaie e- .. __�________ a e,t-tent[ rs,hen hievmc .._--___-_____-9 t.__-___-_--_"-._-_____.._--_________________- Ip f ¢..... SEE GRAPHIC_ _ __ rat sham ----�- r6weN m -------�- ------:Vt aua -�"-" :era kaas,•J routr&d todm,mt,rcN«aulume"fMl ape,nv bwl Jr Janbene drgln env Grc UM oy n'M JUNper �1s13sm:lOm,hade--']'-rouse.sw fast dv„{ng^xNn9 h_r�ennncM1�,hkc pray kiam.bettlm Fsrplkla ar.tnie Blae Fxlse fn Rq^" aY 3.me 3 fS:u wdan4 sl ivtiM Adur6 our 9p5P e,sstN.aye p ____ gleeaan 9u Ywu Bear wnadm.tnY roue[ravers ______________B'______________.________.__ ___________.____3y'______P_____ _ ________ rvrGan. a,erp ee hwa :m mamtp t2-,s•�ka..ea nnK sumeana a.ae va. --'-'- 'KI Ndmle letrdle IAwmein teas[ a bbswlLtl aM1eaa �e-t9-nnpw,Wde,Pen erAileto pinF dmven hE"en:nnam meeaptrylFe JecN Frew Nesa ,Niv sMrip pad shade laMda 3 MA:tAWvs sa erAl .Sarpcnl Guh . :b.l San =t0.,S 53dYpnrverg wavrNmEv,IredSzn dtls,sinpc vaely lan'us.svvdvl Nll _______________."..".-_.-._______c___.________......._. �i°' ,C-wfgte lvwn --_-...dP'bcmnstoe?slP PtmcilloE:Ae-�__. _______May Scensed Feirz________-__...._____paA rt,eEelvlratle-""'2fi'-r::tis:,Eisj eaMnp pm_ facY Ysnm thN�fnett os Fey Mien enYacd_______ vna9T ]M9,M Gasswi emu ',Saacv ld%natl¢ ,[a,a t-m-�.............. .2ft'-Mace upngM.stout rnu2htem_larye vAate cvv ova soot-tlmser,s :Madedmtlm Cununpnem YJnae tame IAa •Npsmlbll ahede qa heat Phaticden@m untleo _-"_"__""_"_______________"________-_----°P.1--_°J____--__-_""_""_"-"_-_._""-__."______ ------------ fscaw__________,2J naG:a,wean feews,arnRetann9a ouNmn.emmnlc Yellow[pwa.s ribHoaso 9rnsin hum Blue Fivaly ____per[ehetlelktl shade�6'-_rvv:,dsd vucker.d,blue Amen blues,»nac[awrr. r , fu:PM1re amnvdce GmloW Sumac I'"'N^H _ ___ _ _____________"_ _.__________ _____ _____________ __ ____________ ____________ ,i eA Pmlanusa acen�rs 9lvcdnxd' Wgon Piano aoa P.I wn 2bsP-.rtcwy huh.vanmvawu:,ei bliapv --- --------- -- __ ... -_____ __-_--_--_""___________________! !_____ , 'carom ---�-- :aammar ulndl vnudu"r]a---dohs wap•,naPra anal.mart snsPea mWvcan"wa�'rTFaumr mnw:m qm 5fH m eP Pelltin and%wwnlllap 'maY'N^e '4naW ;<5'-terry het era rltlepms3n0�s3ngle le,ender lows,cepyvr Wll cWar - ter�Has[o Revd Sple:lavf'" Haiti"" _-_ - __ 2 PG Picee aeca S'amm •Giro[Agana Space ' 'ul &i 3rved ecu'oca,slaw p-o..evJ ao[prm,neN.o _ _s_.___Y w aV ---- .... ._.._.._ --------- ---- - ------_-------------- - ------ -,c9•--mdcmei.apreedn0 cl�mpa ci prwaY A+'vge dui hmi tiluc lm.ee e g CENTER FOR THE ARTS V Vmamum d�cemm aa:mtmum Somme----ke Nvdelle VCamam ins summer 'bfsiev rq shad¢ 3tG-sneuvl:netlmm-,s sted In may sera m:etnmu0h comma CAeld retl 9vkl - -vL__________ 0f°_ ______________ ,_ :r namla. ________e_______________________________________________________)'--.___-.___.___.P_--______.".."_______._____-_.. - -._""_ am unmaraaaamisp9du ra _ "___________ _ ___ _ ___ _ 2 PP.Plevo Pere lout¢ .91ve Spree r Nll con--_--„IP yJ'mmWal Wind khA- "-__-__"_____-"_--_--_--_-- ee:n am rwndN qm¢malt cluitera ei sMi,e[wem des lea a:numn bl'u a --�--•�------'Henna¢O'---�-.be-WnN------"-"""Wpe 6:svamvi"" uuipmt-- pen coeds - - -�- - GRADING&PLANTING ______________________ -____----- :VHamvm uaohum Ease Co act 0.metlem Cmnh teach nary .fsecwlPm,mtvo. a6",ague, P ______ _-•__v__ ma qma Rv- .._____-___ ". n 31.Gghvna teW vN Ja mseP ¢Free :ayrol .bll¢un ,98-uNd'mn.owl rmr.,FmOm----_-"-_._yMgfaen mnrev,M teases_______- __.__,_..___"..-..-.__._ roll Welteh tour Ghtm:ri-� _ u+l pnrtineac - __ _ __________________________________......-_-__--_-__--_-__--ram-tile lmw+v.M_- '- r ' nl----aeaesn_____________________.-"__-"_""""_-______Jdly as lerren_meen emsnazan!__.._-.._-----_-"__________ _ev'img m INganxr.tlkla-"--- _____:Tasodumtlhdclwm _____."__"�gattl_Ly-pass_"______ 'bg sr,v '2+bP_ealewusewt[ec[ntpmMry.mmekn[¢beau tNck wok_______________ pd"_�PNer mw:[cma,npnemil' Wvvawa Pnvea - ark yeah[as'e_____________. ________________ r b ,wen. • ' t ese ins b -alva two-m ! -h®"unn de" .,vie- ___P__ m____P__^H__"_@a'_ .-Pa-rNa:::Saivm as .._ ai Pnlm----"..... _ ...... .e Pne fa..rn aeryea,tewnece.erd ]Po Ltrwa mide,dels t:maaM Gnan _-_A - mmora Pdx' rspdnp b tun_-----""_,2S6P-u____ � __ sFai e:u�e_ ____________..-___[dPLAN 3 TS roofs alaNlaN3kp----------- ,Groan GliaJ A:hoNiae b.l vua Pignt F�Iprc.nrg,d-"e bhsS____. _._.....__ r„--,R:eeecdatilffm Gotdanam' BNci ea Sueen 'NIY-hdl snlPM sha,fc- wi Ga�A cen,em _•________________________________'Pad Oak.""'_.._..____I_._________"_.�,I a�n_____..._.....__._.... ins n emir low BuH.n mweetl eptember h:k ran '3p"rwiM`clwtla of d,ye`Luxe¢ n nummm min ,NWP.,ow�dW�rna'slds!,faslN:wrg.rma,Qumn bk'ea___________________ vl lVemvfaalNte,m del_snspy,:arca lmen_onv:a naeaci:we blm�_-.__.__ ___ Vtmrs vnsenveva YeA Fo- ----..-...--Mcc,E-m". v__ __,�tl sun"_ ..'608P..." __ __ __ ---alwP'tl--epJ-_t mit WpM'tAa E Gscma,obart - _ GP'Nerae PaNbdd Atlnna Emerald lle ..________________ "_"-___-- __"_____________- ____ _ _"_--_______.-_-____."_ ___ _ ____ ____- -__--__." ___-_- 'lacehaas Etm 'bll can '264P tao9tl.mvid clwm.ds9'Miw �cen.vran voxbCaWp bark dsopse resis,nM r ", � .naamare 9mrnoe:n yergraen,Ywile tmwrz,a Unm 7° -- _____,_-_-._namim sear mav line _ _-____-__--_----_""_"-Fvoim Ffwe_ ra.grwmaP.ar_raeee ,neaen[r.l wa G�.maw..� _ EArn,e...:........:.ona ____=on e rc�a,aea�.m,en@3._ot— L4.0 fun,¢terry tlwk le ke klw9e elwmr -----"- BROOKS SCHOOL CENTER FOR THE ARTS DEMOLITION NOTES: 1160 Great Pond Rd NORTH ANDOVER,MA 01645 1. Existing conefilions and topography were prepared by professional surveyors: - " Whitman&Bingham Associates,LLC:510 Evlechariic Street,Leominster NIA 01453. -_. _" xEr PLAN 2 Contractorshall not st:vt deruch i—irtil all erosio—cl sedimenlalion controls are — installed and approved. - =move exisung bituminous - II o-fete curb Iq lxe�nuvng of 3. The Landscape Archtect is not responsible for any discrepancies or deviaLions from radius nub.1,pdrRi g e EASTntry _ the existing conditions survey information.The Contraclorshali verify all conditions larcarr t h wn na survey- m the field and report any disuep—des to the Landscape Arclntec€prior to npprbvTmat t 175 I.F in total) , commencing work g ° g P P j 1 j - .. -" 4. Care shall be takers not to damn c an,items deli naLe i to remain or mho red;re yr { -• ' _I or repl'tcement of damaged items designated to remain or protected shall be at the E 1� Contractor's expense. 1 I MATCH LINE . 5. Disposal of property designated to be removed shall conform to all applicable larl"s and regulations.All salvageable matenal shall be delivered by the Contractor to storage arc'is designated by Ihc.School Contractor shill remove ril]ex-sting unsuitable ill I _ -- WEST materials From the site 1 - ' i l MAINTENANCE GARAGE '` Project lrr ling dt _ 6. The Contractor shall coordmatowith and obtainall neccssare a.roval$from I, - blla tiv8 - _ - _ PLAN G3�\ — —�—-P F pP 1 one t pad .. i um appropriate utility companies and School,ffwials prior to the start of caustruc€it,. I t t t, - t - TRUE N I 6RiH p A1H _ dr in ril Dies -- - _.... ... 7. The Contractor shall use temporary fencing to control them during construction. ':. _='� ��&�3t h basin Kr ,� t tex shrill -- - -� - Prior to the finalization of the project,the Contractor shall remove all temporary I _'` _ install sill sock es tyP pP 11_ "irt 31 h 1 IFe fen ing and barricades.The temporary fencing is not to penetrate the ground. I t - - - '}y LEGEND. S. The Contractor shall tag trees to be removed and disposed in order for Landscape Architect In review the tagging prior to cutting and disposing. 1 - ------ {t{� _ .. 9. All work&equipment shall not extend past the Limit of Work line.Prior to euttrnF 'I con z'e to or asphal 1,obtain approval of the saw cut hoe from the L'vldsiape Architect. - 't_ (- - = r - The Contractor shall keep all materials delivered inside the limit of work or in a r IA �'Ar25 f T. - z location approved in writing. * protect existing bituminous pavement •'1"y� aet`c black out u:hi leline parried spa.s� IJ nova,yr xis 9 J REMOVE&DISPOSE KEY ,-2 I,. � � Ftur��ste ring nl sroteesnaxaiie e P S 1" remove and dispose or Fuil depth reclamation Futect existin ime of existing bituminous pavement& ` bituminous vrbmg • r', - ,.r - �' � !I - 1 _ �[ommunlaltp'i0nl-alYineteL mler 2 dear&grub existing Fawn,vegetation,shrubs {r •1. - _. DANFOPTH GYMNASIUM &plantings,strip stockpile learn I Uaacxim.n�ds ,v's�A .. -. removeamt•'ispcse oil tl.depthretlamatxon - :. 1. rii 3. remove and dispose of e—Lor tore 1 ottxutmghitumincvscnncrete pavermeitt piotect f - - protecteAstinp bituaunous ® undergr d seuec.nianh le pavement&b ack om"bite M LPf:¢W tin REMOVREMOVE P_RELOCATE KEY alit lies lyp — e pamEed hn lane E.G lX- 1 -r^+"" : mfectez_i51m .. gg riecssibEehitte line r �-:'�• - - rtram manleales r tt' . 1. remove and relocate existing granite curb sit hhas& f rotect exl.tutg� general zone { 2 remove and relocate existing blveslene ,� --- aH-silFsecl. .. S 1 Pavement L i " .rtboundary _ _ �. �L20 5E 5 ARTS h d�iecH_ v �.,.... SEE R FOR THE DEMOLITI PLAN 3. remove and relocate existing sign ;r-�•--'Y— f>"y 5 . 1 I protect gvmd -, - .haikbuildingprofect z s 1 O lyp S Ile �'�,P,:T• ,1•anh 7 Q prrote ezits mg ` •• .ts';b'e eesct QEp�r. p[e t Ixisting telephone P"e3ettrs al manhola WILDER DINING HALL, e it PERMIT SET NOT FOR CONSTRUCTION NO. REVISION DATE LANDSCAPE ARCHITECT'. ` A.T.LEONARD&ASSOCIATES LANDSCAPE ARCHITECTURE-PLANNTNG CIVIL ENGINEER: WHITMAN O GINGHAM h s]O C I T�S ARCHITECT: AnnBeha Axelutecis 33 Kingston St Boston,MA 02111 617.333.3300 617.402.9097 Job Number: Prnjecl'.BROOKS SCHWL Drawn ey;BTC Checked BY ATL Date:Vi1117 Scale:SEEGRAPHIC Drawing Tille.- MAIN ST.EXTENSION DEMOLITION PLAN 5. BROOKS SCHOOL CENTER FOR THE ARTS LAYOUT NOTES: 1160 Great Pond Rd NORTH ANDOVER,MA 01645 I. Contractor shell verity all conditions in the field and report any and all discrepancies to I the Lauidscape Architect prior Lo commencing ra-ork Any al!orations k dra these wings KEY PLAN made in the field shrill be prompLEy reported by the Contractor to the Landscape t'oa Architect for review,direction and/or approval and recordr,i on the Record Drawings. curbI2 Contractor shad be responsible for damage inside and outside the limit of work line i I I u ter a<tend granite gen to beginning e P 6' 12 1'J radio batlitmingentryy(area not shmrn due to contnact openatioiu Contractor shall eesrore iamaged areas beyond contract n svrvev appmximateEy S75 LF in tntall- EhSt limi Is to their original condition at no additional cost to the Owner. I t l- carif'um Eawout eith landscape architect inlip rto tm5ta11a1 - 3. The Contractor shall verify all layout,dsmeristons,grades,and invert prior to construction;report any and;all discrepancies to the Landscape Architect.All i discrepancies shall be resolved in writing prior to beginning work ' 4. All lines-points are perpendicular—parallel to lines from which they are F I - - _ MATCH LINE measured unless otherwise noted. . Where new paving mee Ls caistlnp,paving,nt[*ei]ine and grade of existing with new r11 I. .. - ,t I -1"vc e .`+ lectxical comtuit for future lights construction. •I. _ I f Whand holes for each light location- I- drool,I Zion k souse with WEST - t- landscape chited m held prior to 6. All areas di Furled from eonstruchon activity to be raked,smoothed,fertilirid and i MAINTENANCE CARAGS Q Q nstallatron � LAN seeded unless otherwise noted.See erosion control and notes. i1 - — P I;I 1 IT a -':�A tip future pest light,t iftt1E NORTH it ....-- ❑ 1 (by owner)t i LAYOUT LEGEND t - Ile i J- LEGEND + -�" ��1,it11 111f(o it GPH1 norlhln Bastin control Dint I lit t!t I]37 � s/ g P p' I NI,,IItI�I E whtelma aimed t11 I 9 3 I Arkin s,ac¢s In I 11 II i-+ o a—thing J costing Layout point a g rp 11 ri lllla If ri,r!i i azlrh cans us ( 1 I t t I€I a ''- - I standard,typ- TYP typical j tl, - (II�I�EI`l°IIllll11 €jill`i�l to IE l �seestaill3/La.op {� LJ align I }`'E- '1 3 1�I'i 1111 I II xis"I]jI EIl C POS point of beginning i ll,I. a' ,.., ,. I ,�:1 II llll E- II tti�I.it 131 I�I III III li lit[[[iIII�11 I III��-i ..._-:.. - i - 'J I t 1 li i III t -tt III 3 f Ik a �i �_ 1z .- ell I I €€1]-€31j 31 E j1 I I Iljcc�tll r I�,I p 1 1�1 boulder t I m yope no PC hint of curvature ,. 1 7 I see del i15/i.91 POE Dial of ending I I 5 lit I.�,i11�E3.jI II t'tl t I� PCC cont of point corn pound curve t111 o €Itl{tl i{ I'I]It�IIII jlli 1 II II IiEIEEi� I-°I Il P n p controI point I', llll I-r IIII iI3 i{lly LEI j t Illllli{IIj,Iti PT IC point of reverse curve layout control point is the g 11 19 E j I III l yl j Ill It 11IIIII - note. punch mark in the hydrant out 12' -ram t >III I,11! I�]r`1I-tl L 1 11,(i-..�-II�. while Ian painted O pnor,to installation,con(rador to pin the layout of the PT point of tangency il, _ I'a;.I,l l II.III_ I1 II t E_:,I I- „II: III[Iltt�]_1._I i I t parking spaces to' drive, rbs,Rx arkir g spaces in outer for the school ., note hydrant not shown onplan- i. =33 li. =-_ campus to test and.onF m the proposed layout works avith A arc aPp—ini ely 7o en north €!III Ilj 11=11 I'1 t.11=:=€,t.t1,II j -Lail I](i �;i 1 E I--r ell II II In ti-Il-<,Ililltfll,l i E_'. stand rd.typ. large vehicles fuming radu-c«ordinate exercise ca#th AM air.maid Dint .,.I Landsca e Architect KS Owner ,...:,, p . i 1 r' I!;`Illl li IIItl1II " P I flit I II€�1 I€,. I'l°IEl1t1111 .,JI ]l�l?I IIISf'!3I t¢IIIIII` e.tin pplace on .. R radius white line painted stop l 1'll I I[tIl EI11.=: _ l t(l I�I'jlli It'llt�l-I if t tl III Il.ill sidewalk(by others} . liars to match campus I:l j Ih�t r1111I(. - I I�r".1- _II EI ]I iI tlp[ .... DANFORTH GYMNASIUM Standard,t 13I( i I l tl S I .. Yp. I I Ill lull II�II{71 I Ili�tl'73�IE77I I��E�I>�III(Ij1�llt �+ exiet in,lyp' -: -to rem m, H'!ii a! P t I E hill 31 Il.,33 i I l II II jll YP -iI I I il-�t THIN lII1l!€Ill MATERIALS NOTES: I'Ill III' i l lll1111 1!I I,!ll t lllllff,l l o G ill wl3(I II I�1111I(Il i111,It,: pain II I 11,y h j heel ne'tedcrasssa:lk to I 1v l Ill fl. E IIII c t lifi I(+€ f,1.1 t-h,-im vs standard,t"•i it! .I t €I 7 f[It!l l l Wirt..iCovih�t7,P'€Il 11jf sl t lI I- p ' 1. Where new avin meets existin paving,meet line and rode of existing with new -I`[44'�'I� I!I t owner ! I P g g P ly g S �kl 1�I 1 l�t I)M`IIiI€i�)li f 111f I�!-I!il construction. I 1l I I€ ll��l�r"h 1 I f 11111 1 (i[t j Ill 1 13[t 1 t llll€[IrII II III i jll€Ii I I t II ll I1 i`` I=3 new crop sign II I({III €I„y it It it I`IIj1 Ilttf I Ifl��]III tE,-,�3)i iIi 1f Ir't E I; 'li I. III .. 2. Px ansion e+inE fiIIer and walant shall be laced where nvement meets curbing,walls III Ill I€11€IIa I Il�lji@7" I'llll .r -'I1 II Il (ill lilh €II �] II !{{{i fene.X ate general zone F 3 P p` E -.-. I a.l!11�l ulll IINI _1:li IIfI jtlEp i t g or oLher vertical elements,including light bases,hydrants,frames.and covers, € - t1 t.I. _II _ by tuner} I I I hrLununous concrete ,..- .,I ;, t r l �•. 6 5 I.:II,it I!I ,tµi�I, ! _ ., .......... buildings and building columns,stairs and at other conditions as shew'n on the sidewalk to matcht --.11 I€€'Ill-'ff-'I; '' -. -_`- ,, 'mm a roxunate�valers6ed"rotedr n district�boundary drawings. Air existing le a b ram a h I I II I'!`t4310 'g I 1 SEEHEET:L3.0 E1V R F012 THE ARTS LAYOUT&MATERIALS PLAN — f f PP l� .. .. Plane MATERIALS LEGEND ,1 il�li`�I�li'I'!1 I b yRet� - by ne) i I€iIffII(1 flll whit line rr cot 1 AGGREGATE CONCRETE PAVEMENT €II 1�ki�d[ rosswalk to match 7� „a411i1„ E l f I!lir I€11 I '_�cautpus standard, 11ililll: BITUMINOUS PAVEMENT iIIiIIII f typ ,° c - N •�pcHusFjr�`',•, ® GRANITE CURB ... {{ffIIEi; -clde m Its"cancxel . 0 1a ro as Le O °k iz 91Y 4fo vs 'ff Il �kTb nhersf ~ I t II Irli II l �i - / I J II jt.'' -.I - �.,, '•�ANF)SLP�.``' WILDER DINING HALL PERMIT SET NOT FOR CONSTRUC-110N NO, RLVI510N PATE LANDSCAPE ARCHITECT'. .Illlllill � ill 11p j', A.T.LEONARD&ASSOCIATES LANDSCAPE ARCHITECTURE-PLANNING CIVIL ENGINEER: WHITMANO RIINGHAM A 1 r) - I L 4 r+vt+YrY.�F YA T 4'ilYlnka ARCHITECT: AimBehaAllAiltec•ts 33 Kingston St Boston,MA 02111 617.339.3300 617.462.9097 Job NUmber. Project:BROOKS 5CHOOL Orawn By:ETC Checked Hy:ATL Cale:1MV17 Scale:SEE GRAPHIC Crowing Title: MAN ST.EXTENSION LAYOUT&MATERIALS PLAN .0 BROOKS SCHOOL. CENTER FOR THE ARTS GRADING NOTES: 1160 Great Pond Rd NORTH ANDOVER,MA 01845 1. Project benchmark is listed and shown on this sleet: ., KEY PLAN 1.Punch mark in hydrant nut:olevation 1R1.9-I o Consult all drawings and speaficitlons for coordination requirements between all I _ - leedesbcfoa--rnensang new ionstru,.uon,Contmctor shall notify Landscape -- Architect Immediately of an-v and all conflicts between proposed silework and work of _ 311 all other trades. I. 3. Contractor shad verify all conditions'rn the field and report any discxepannes tothe Landscape Architect prior to commencing work Any alterations to these I _ _ drawings made in the field shall be promptly reported by the Contractor to the Landscape Aichitectfor review and approval and recorded onrecord drawings. I� 4. All dimensions,elevations and layout shall be verifies{in the field 6 the Contractor i Y y -- WATCH LINE and approvLd by the Landscape Architect prior to beginning work. f -t'E S, Adjust€mines and grates on si€e to grade and hold frame in place with a concrete bed prior to paving.Al!new or adjusted manholes,gas gates,water gates,and water l-• ��i _ - WEST services shall be Rush with finished grade- I - - I MAINTENANCE GARAGEPLAN O K 6. The Contractor is responsible for insuring all proposed areas to be seeded shall receive III -Itl O -" _ _1=A5- _ -..-.- ....-. itiuE URIH u minimum of 6"loam after compaction(compaction of MD%)unless oth-vise !, O,. directod.All additional loam ntx borrow de.d to aclveve specified depth shall be the 'I - ----"" -, hr - NORFH I-ps-ibility of the Contractor.The Contractor is also responsible€or venfying i t. - 1\\. """"' existing topsoil quantities. -" '' -- - TC tN25a +E ,hlE ii{. tAE E�eNo 7 Patch evenly between spot grades as shown in eras sections All paving areas must L,. ... HIE C 1N „ 1- --- _,,.--. .., 5 of ,:I_ -] - ME pitch to drain of min.pitch of 1/B`per foot(1,0)unless otherwise shows Report any --_-.s'; I _:: ..,. "- -.--_ _ .-- "• L s75t4 _ 5 rf _. _ :viE- -- c h dis rr andes between existing d m sods of`rides that do net itch accordingly -P` gar P P° P g P� taY -: .-f.. to the Landscape Architect before commencing work. - .. B. Mountain a maximum of 27�cross slope on all paved pathways,unless otherwise noted. - ) _ - :; - _ U 1 _O , 9. Excavation adjacent to existing and proposed utility lines shall be done by hand. i ,!t V-mad - :..-.;.. 10.All slopes steeper than 2:1(run length:rise height)shall receive erosion control fabric. ---- - ca lea 11.U nn completion of rough grading,Contractor shall notify landscape Architect for ----- '' _--- � — :s TC1RI I approval prior to final grading. benchmark t._. :'.•-'-�" TC1F7 iD -_:- / � - punch mark in hydrant nut i I C7�? 12.Surplus soil to be transported to on campus location and graded as directed- elevation:1fi4.94 I ;- T- � :=;TC 7F52B - ��� E ct m abmet note.h;�drant no!sho+vn on plan f :� -'� ` GRADING LEGEND apprezamately40`re—H, I t .t t� �_cc a i t a<e� ants a nl existing contour DANFORTHGYMNA51U1V1 1-j1313 4(513.73) iK - - 2-l.JA _ existing spot grade 513 - .,.;j-. -- 15-ah 1 ! .. note:am,fill required for L d'-PL a as will contour trunor -. 5 l e supplied x ncr From on ca Ic Ii- 575 = contour major j 1N6 c --- - , .:.: su li d by o�_ �m us �' ' +57x.5Y spot grade -' 1 H"a Tc7R7'.., lawn,typ' _ ['iR759 -�a-'( TC I5737 BC 16702 - TC/BC top / 167 I87 - T5/BS top stair J bottom stair 1-of T[M£ 7 TC 1P79 CB _ ytE -Fps p-, - -. _ �-0' � ' general zone catch 6aEin „ N t t fE 3 catch Eosin f _ - - - -'appro am to watershedCecnon d st ib�undary` P3 75F t0 J-bin F PLANTING NOTES: convert exlslmg he i 3-nf SEE SHEET:L3.0 CENTER FOR THE ARTS GRADING&PLANTING PLAN dross manhole �t t 1. All nursery stock shall meet the horticultural standards of the American Associalinn of proposed 12"hdpe Nurserymen as to grading and quality. dram pipe proposed catch basin ? All plants shall conform to the measurements specified,except that plants larger than NO SP $ these specified may he used if approved by the landscape Architect z 3. All plants shall be nursery grown in accordance with good horticultural practices and _ 191, 4� ---hydroseeiilava rs,typ shall be grown under climatic comdttiores similar to those in the Protect locality for al t €O` C. least two years. I t•F9�-T1918 4- All plants to be to•red at an approved nurser by the Lan ica e,Architect to IaHBSsppv" F 66Y P Prior . _ delivery to the site. p WIL➢ER DINING HALL f 5. The Conlraclorshall supply all plant material inquunlitiessufficient to comple planting shown on drawings. te th e _ m-= 11 �'_ - \ ( 6 ' -.— .-�-' -_.- PERMIT SET 1 1- - 6. Balled and burlapped plums(B&B)shall be moved with the root system as solid units; roots balls shall he firrnly wrapped with burlap.Container grown plants shall not be NOT FOR CONSTRUCTION removed from the container prior to the time cf instalation;root systems shall be set firmly in the container. MAIN STREET EXTENSION PLANT LIST_ 7. Planting soil mix shall consist of seven(7)parts loam and one(1)part peat moss by volume,with a pH value of 5.0 to 6.0.to a minimum depth of 12", "a"an srfwar s sa"Iwlo Nama cemaaa ram. aroPm seM1 sa"a rymmeen r,aa ,ns --------------------'-------._...--s"6o.aatre.uPagK aelbl---c.Ea__-oe aw aaanm mbv 8. All trees and shrubs are to receive"Roots"fertilizer as directed by manufacturer,or aa.s cnL�Arar aeccnafum swrar rhea. _ wf sin >'na.,rs arv� s•---cc z.z.s cAi-:cary:n�xaamaeaea --------- weenea.,w,ae<am ,awl:wln,s:.naf. +ias=na:u:afoNg�w.aeo+a., Km,u�oK xaamm—gymrv._------- PP e13 Pe ---- ------------- "_ _ a roved llal. aa__._- --s-cat'ariu�cn.icryona'Asiecml_ -------- ---------- A;:' _�I_eywmlwmevnem"uieac______________ _____ _____-_____'rem a'2,eA i33.5 GL' nTF'Iqu yt3m nape------------------ _-------------- .---_..an --_.."_ _ NO. REVISION ©ATE 9. All plant materials shall be guaranteed for one full growing year(one year)after --_--snn,h: s.bstanlia]completion. -"---%n= cm.,l_m wre _ _____.___ •R1ode*:miO°'__'R"'.-.-!•_________________�����'°d'ein�9" a^s'!__-_..__-_.�^°61e' s _=._f??!"" ____- a�mn atas cra�ae.cmaae�.rom LANbSCAPEARCHREGT 10.Anyloot material that dies, �b�win,or unex ectedl defoEiat� or to ---'-- �__'--------=------------------------------ -----------;------'------:------ ---------------------------------- _ .I acceptance of work shall be mmt]removed from the site and replaced wi Ih w 'z GAi •cwama��:fnx�nlen.n ten roer,fnr reameraae G- ,j—, Ilw— a-s'stnn uyion3 haul n>,rr oo..el. "-"' - --------- m ----,.r material of the same spe yes,quality,size,and meeting all planing specification. -----, ai.f-____ ____________________________________________________________-,------------'------------------'---_________-_---_------____�_____ Bare 35 ',ehie Slaa ,ah •Amaorva PUMecKii rde ]6-sleH Eue sa a irenn a i e age u ._.-�s•--a:-r1 GAL____•_____________________________ _ __________vw"----- ' 11.Plantin la outs shall boa rovedb the Landsca eArchitect rior to installation. aPfam 's___________________ e_r"a Pasefaapo-_-----_-;^1eYt!"°________,'?I s�,ft�snwa_�sc��aai;,c_mn:eauc!oAnt:,mukeca�as-��___ ________________ /� g Y PP Y P P -----,'cat •s -------------- LANDSCAPE nRCH1T£CTURE PCANNmG -- - ---- - T.LE HARD&ASSOCIATES ' - or leerea-faae a a3nx A. V M--- rt chahlSRWe �M•-.aiiw,la o rI1f:L1119W1a 11eY Sa"K Ca____ 'E 9°_°_'!�'_°______________ ___f nf -�ryrAaxtaaz�el�alMOCS LnN �mM_______________�__ _______ ___-___-._._...._.. ]la. i GAL N -.ry _ __ •afali�suiufm_ 'tid:sw/veil=lwtlo;.18'-®?Y amen arrmatic mf�ge.la.ea+elfM,ela --__._____ fir--t1 GF1._._.if4zfe Fryz,S¢e_"_____________________Jiz-______________ _._---___,teal ahaCe%Ln aM1ade15•--wM-•mesln�d filet,Fearl sM1aenf pe)p:Kninrs v,i c,caiy magre.____ 12.All Planting beds are to receive weed barrier landscape fabric and a minimum of 3"of s(..,'cat 1aas1 s as eel�o_ _"i-�+a-" _-__-___j"n r p�ngn ru w uw rn �I sin wra 61 _.-_ --- 2s•inn+cAL �e w ------w---- pans er --- ----------- Cv€L ENGINEER'. premium black mulch.A sample istobeapprovedby the Landscape Architect prior to -__-_s,-_--`-------'+±-----_w-__-o_r-i"a_______________wllaev�:ma___...._____�1"now"=+ ---,---h-paexhma -- :+cAr " ws eoaczrvm sifeea wirm`3 ,ufs�r 'z-a eaeore�:awe�iv laa ew.,aaaww r.Kx,a installation. ----4-- cf:a ue- _._______ _---.._...-------------------------- -----a�P•:fGAL----'PNm s,nfon Era oleo Ftlpo------,_ .Gm'PM13---- s r:g `=n shetla l-1:11 iFa,eC-,atM,tl�eblae lacers . e"N ;T F" WHITMAN Q RINGHAM 13.Scarifv all areas under the existi ng paved areas to be removed avhich will have lawn rcGur.me-cr,srrcrta LLsn.s,,aa.,ov.. and or planting above to a minimum depth of 12". ARCHITECT' AnnSeha Architects 33 Kingston St Boston,MA 02111 617.338.3300 617,482,9097 Job Number Project:BROOKS SCHOOL brawn By:13TC Checked By:ATE bate:1113l17 Scale'SEEGRAPHIC Elfawing Tills+' MAIN ST.EXTENSION GRADING&PLANTING PLAN L7.o BROOKS SCHOOL CENTER FOR THE ARTS EXISTING BITUMINOUS CONCRETE SAW CUT A 'E 160 Great Pond Rd CLEAN LINE TO MATCH NEW BITUMINOUS CONCRETE REMOVE ALL SAND OR GRAVEL 6"CASI'-IN-PLACE AGGREGATE CONCRETE PAVEMENT NOTE. NOT FOR CONSTRUCTION-FOR INFI:OMATION ONLY NORTH AN©OVER,MA 04645 FROM EDGE OF BITUMINOUS TO MATCH CAMPUS STANDARD STRUCTURAL ENGINEER TO DESIGN FINAL CONCRETE WALL RFY a€aN `^ BITUMINOUS ITUNOUS CONCRETE-1 I/2"TOP COAT 4000 LB-1/4"AGGREGATE I BITUMINOUS CONCRETE-2"BINDER COURSE I IT LOAM(MIN)W/PLANTING I \, FINISH GRADE VARIES SEE PLANS KEEP MMCH 1/?BELOW TOP OF CONCRETE 42"TALL GUARD Ensi KE��'�O U^`� O o O(j'- 8'(MIN.)COMPACTED GRAVEL BASE _2r ctb " �- 'f'r•"f A"MIN.COMPACTED GRAVEL BASE D�O�7 `�10 �Q 95%MINIMIUM COMPACTION-4"LIFTS MAX- m� O�0�Ov�01 3�a i%�i�:\i�'•\i� 95�o MINIMUM COA[�ACTION-I"LIFTS MAX. 1 P ci-,n O'er o,0 O ci.o O°o O ;' 4, \;\i.\::\f/.\�1\!.\ ....._.{ [i 1� __] — ..._I-......I I..._.. ME -I -- --.. _I------I I I-.___IlI--I I—II._—III COMPACTEDSUBGP.ADEOP. I--- ::.::�:I I'" II._�II '::'::I COMPACTED SUBGRADE OR UNDISTURBED EARTH.' - UNDISTURBED EARTH - -j�--�-E 6 X b WELDED W7T.E MESH \\ \` etAiCH LINE FI I.—_ ,\�.\\r� \\-\!r\ �,\: PLACE NEAR MIDDLE OF CONCRETETHICIQVE55 STONE VENEER c'ooF3°,� d eon o•I.^':!' �, -SIZE/TYPE TO MATCH FIELDSTONE USED IN BITUMINOUS CONCRETE TO EXISTING BITUMINOUS AGGREGATE CONCRETE TO PLANTING w °� r SEAT/R-TAINWG WALLS G,�o'°ooF+° c,� oc o 1 -i �.�;, SUBMIT SAMPLES TO LAN➢SCAPE ARCHITECT west o W c " o q�'�'ticQ"d FOR APPROVAL PRIOR TO INSTALLATION I FU 1 SCALE N.T.S. SCALE:N.T.S. Nip o E' �oL2 o I••I.pf< I TRUE NoAN N- a oo At lopoctic c�h G aaF o,I 1 BITUMINOUS CONCRETE-11 2"TOP COAT tisR}Q°o'c,�oa o°o c�'�' I "d:,;' LEGEND BITUMINOUS CONCRETE-2"BINDER COURSE 4"OR 6"CAST-IN-PLACE AGGREGATE CONCRETE PAVEMEI� �g`a� CO c��� ''oo�'o I N TO MATCH CAMPUS STANDARD �p��3�° o'��'°�`I• -`` � 6"CAST-IN-PLACE AGGREGATE CONCRETE PAVEMENT 4WOLb-./4"AGGREGATE TO MATCH CAMPUS STANDARD 6" 6°,o }"�o 6"LOAM(MIN)W/HYDROSEEDED OP.SOD LAWN r x° -; 40D0 LB-3/4"AGGREGATE € FIMSH GRADE VARIES:SEE PLAN d L3 �E?c c c` s"'g E'�o ---==--� �Y oor as FE clty`�aDo I CAST-LN-PLACECONCRETErETAININGIVALL Oct,°' o b q_o e v __ t�. 6on c O O I ...`�� 4000 LB-S/4"AGGREGATE --- 6 X 6 WELDED WIRE MESH _Z �'` G*����,`, — — — — A"(MIN-)COMPACTED GRAVEL BASE. O-. aob�'u,�cod 3 a'� n 77 r o PLACE NEAR MIDDLE OF CONCRETE THICKNESS � O-'p�O' O � �� -_E). 95°o MINIMUM COMPACTION-4"LIFTS MAX. :'- z O P, `�Z°Q ��v3 J B"MIN.COMPACTED GRAVEL BASE O O �'-III _I-- - 12"(MIN,)COMPACTED GRAVEL BASE(UMBER MAIN STREF 13 4'o oy�7;ma,6 I�,Z� O ..0 9 m^ o ( ) .__I:-"--i_.._ —I I— --._. — [ti8 z — q I pp —3 ] _ 95%MINIMUM COI iPACTION-I"LIFTS MAX. u o o C,o CVR 1 ,aD a'-1�, 95 o MINIMt3M COMPACTION--I`LIFTS MAX. I—I I�.......�I —�1---I I--)"---� COMPACTED SUBGRADE OR COMPACTED SUBGRADE OP.UNDISTURBED EARTH I—II I I�—III—III—I I I_._I UNDI5TURBEDEARTH o 0o uc`;�aL h oo"° SEE PLANS FOR PAVEMENT 6X 6 WELDED WIRE MESH 'q,�o�ct''oaopo g°cwoq''�p PLACE NEAR MIDDLE OF CONCRETE THICKNESS c o�o7` ya o no z.o1°oo9,-,- �"3 AGGREGATE CONCRETE TO LAWN °� 6�a °� I aq�`. ° 2 BITUMINOUS CONCRETE TO AGGREGATE CONCRETE 7 " �s�`�_ s I _' #4 Q 18"EACH FACE „ �Oc4°°ao4`'a og`I''4Go.:u'I' o, SCALE:N.T.S. SCALE:N.T.S. �c'�C} D.x.�,� as a co °I °I "„2"-,c,o-„a ',----= -45Q�4" 0 0 o I.�,-"a�'6",.ah.ri?,,�-.T-r�r-...-� #5«]1•{" €.°}Vc`�'o'z`c5`ue,i`--L.---- nI:_.. ,,�`�i�`'�,�"'b`o�`oQt c°r1�y'fo�°�{',,�III•• dl i III LIII.� COMPACTED GRAVEL BASE0 °0 5NIUN O-4"LIFTS MAX- ° CAST-IN-PLACE CONCRETE WALL FOOTING "0o°o�4cK N 4000 LB-?/4"AGGREGATE BITUMINOUS CONCRETE-1 1 2"TOP COAT Q°ah °�'r'4•.- BITUMINOUS CONCRETE-2"BINDER COURSEa6o ., bS riri4o-G 53, o-�.I I•I I I _. ok ,-- --z�-----4---I- ' #5@24"(2`-7"LAP) _ 6"LOAM(MIN)W/NYDROSEEDED OR SOD LAWN o I •,��� 0 0�° O ;. ... 6"LOAM(MIN)W/HYDROSEEDED LAWN - - --_ _---_!^ #4�?4"(7.'_7"LAP)1N/10"HOOK AT#=I b FINISH GRADE VAR[L•S:SEE PLAN J 3-HS TOP BOTTOM _Z PM•-P�a 0 r, ';-,..:_:- FINISH GRADE VAP,IES:SEE PLANS ---T--=T----=-- ...--...•..................r ---€..- u o°a o: oc,o yo�o,c q'�O Du o$bAti °`o'.:. '.. 95 MINIMUM COMPIACTION L4 LIFTS MAX. ' DOUBLE SIDED 1NAI_LSS--�°°{HIDE `O °��4 °� °>, I - `I I I I I I I I—III III=1 I I—I€— COMPACTED SUBGRADE OF, 2'-0" 15"OR�2" RETAINING WALLS 1."SNIDER I [E II3-°;))I?1)Q'I'.I I"_I tl II J�?"I COMPACTED 5UBGRADE OR 1I III l l--I E f—1 11_ JI I I UNDISTURBED EARTH .. UNDISTURBED EARTH PRE-FABRICATED STONE RETAINING WALL - .� -�, BY NATURAL STONE WALL SOLUTIONS r�5 N NEW ENGLAND FIELDSTONE ROUND 1V/ I O u3 a REINFORCED CONCRETE BACKING BITUMINOUS CONCRETE TO LAWN I I—,alb + CONCRETE RETAINING WALL W STONE VENEER 0.n F' 191.-'4uS W COMPACTED CRUSHED STONE BACKFILL o fib' p 3 SCALE:N.T.S j I ��o eR 2 _, ,,t` N 95%MINIMUM COMPACTION-4"LIFTS MAX. O SCALE:N.T.S. n ° '�j'j 6"CAST'-IN-PLACE.AGGREGATE CONCRETE PAVEMENT oo - _— PERMIT SET ALIE"`cl°�,�'- - To MATCH CAMPUS STANDARD BITUMINOUS CONCRETE-11/2"TOP COAT I11-�On�� � j}�-�°v4u_ j.,o ]OOOLB-3/4"AGGREGATE BITUMINOUS CONCRETE-2"BINDER COURSE I �04'� ii`L�i O ° °. ;, B"(MIN.)COMPACTED GRAVEL BASE GRANITE CURB NOT FOR CONSTRUCTION -.�t?CPr'i�CT1�°aj'��,I ---I 95So MINIMUM COAIPACTION-4"LIFTS MAX. 6"CAST-IN-PLACEACGP.EGATE 12"LOAM(MIN)W/PLANTING - I I-^.�`�c, ' 04'J .rt- lil'......I FINISH GRADE VARIES:SEE PLANS N I b O c��c1 O�o CI ;z._....i I I 1 I_ COMPACTED CRUSHED STONE BASE , KEEP MULCH 1 2"BELOW TOP OF �`�-�O Oq-d c,-C4 3 95%MINIMUM COMPACTION-4"LIFTS MAX. .>,' CONCRETE PAVEMENT TO MATCH . •; / III 'O �'Ci g 4 t3 C)Qu.,;�..I CAMPUS STANDARD BIT UA'IINOU5 CONCRETE FOP. MI A NIMUM 40DOLB-3/4"AGGREGATE DISTANCE OF 6"PRIOR TO CHANGING GRADE FILTER FASR C \ pG O`ti66 0O -„- _ g°(MIN-)COMPACTED GRAVEL BASE a iT=Ti=i�__€I'i i r'— — COMPACTED s[SBGRADE OR xo -. OoSa �,") �'.,�,%'�\';;,'.r�'/,%:�` 95Y MINIMUM COMPACTION-4"LIFTSMAX. fII---III"::::::III-_I I I-=III III---I II--III---1I UNDISTUP,BEDEAP.TH `%�a'-'_ .�\ I—I—f1I I=III=I=f I--III-- z`-6" 6, NO. REVISION [7ATE COMPACTED SUBGRADE OR o„ UNDISTURBED EARTH \\ AN©scAPE ARCH rEcr: 4 BITUMINOUS CONCRETE TO PLANTING g STONE SEAT WALL 1� ACCESSIBLE CURB RAMP A.T.LEONARD ASSOCIATES LANDSCAPE ARCI P'7ECTURE-PLANNIMG SCALE:N.T-5. - SCALE:N.T.S. SCALE:N.T-S- _ CIViLENCINEER: WHITMAN Q BINGHAM 6"LOAM(MIN)W/HYDROSEEDED OR SOD LAWN •�s ti cJ r,i T r s 6"CAST-IN-PLACE AGGREGATE CONCRETE PAVEMENT •; FINISH GRADE VARIES:SEE PLAN _ �,•,„.W.�,°�•r,�.xs a Ia�D tF1XYf:e, TO MATCH CAMPUS STANDARD 2 D, 400D LB-3/4"AGGREGATE BLUESTONE PAVERS ARCHITECT: 2-F"(MAX)3/8"TRAP POCK SURFACING 1"MAX SAND SETTING BED AnnB eha A-ivlu t ect S 95 o MINIMUM COMPACTION _ 33 Kingston St Boston,MA 02111 —------ 6 9"(MIN.)COMPACTED FILTER FABRIC n 6'17.338.3300 617.402.9097 "8(MIN.)COMPACTED GRAVEL BASE L_1-I ' GRAVEL BASE-9590 MWIMIIM —17Ii I II IIII—I-IIIIII—1 1.11[.I II'Il"I 1 HI111 I II II-I—I1 I fH I�L_II II Ik--III 1I II II III II II.. COMPACTION 4"LIFTS NIAX. �� �s �4FLffrs MAx. CPatol1we2:Ct:yB,r:R,OarEO,TrK C$SCHOOCLh eked By:ATLc :I UNDISTURBED EARTH sle.SEECRAPwe6xwELDEDwrn PLACE NEAR MIDDLE OF CONCRETE THICKNESS Dawes rne. 5 CONCRETE TO CRUSHED STONE 9 DRIP EDGE SITE DETAILS SCALE:N.T.S. SCALE:N.T.S. L8.0 1"-D"NIIN HANDRAIL AT STAIRS: BROOKS SCHOOL. -1 1/2"SQUARE STEEL TUBE POSTS CENTER FOR THE ARTS -1 1/2"U-CHANNEL&DECORATIVE STEEL MOLDING TOP RAIL MODEL#4441 AS MANUFACTURED BY JULIUS BLUM&CO INC. o -SQUARE HOLE TUBE SOCKET-11/2"HOLE,3 1/2"BASE,1 3/4" 5/4"X 6"IPE DECKING W/HIDDEN FASTENERS HEIGHT AS MANUFACTURED BY JULIUS BLUM&CD INC. 1 16D Great Pond Rd -FINISH:BLACK NORTH ANDOVER,MA 01645 NOTE:PROVIDE SHOP CHEEK WALL(BEYOND) EXISTING BUILDING d A' 2"X 10"#2 OR BTR PRESSURE TREATED SYP DRAWINGS FOR APPROVAL BLUESTONESTAIRS ,I, SPACED ATI6"O.C.(BEYOND) KEY PLAN �--� BY LANDSCAPE ARCHITECT -SEE SPECIFICATIONS ATTACH TO BEAM 5N1TH SIMPSON I-I2.555. _ PRIOR TO FABRICATION EQ EQ o -BOTTOM STAIRS-16"TREAD X 61/2"RISER I I (BURY 1/2'BELOW GRADE) - 42"TALL GUARD FLUSH FLOOR BEAM F -MID STAIRS-15"TREAD X 6"RISER -(3)2"X 10"#2 PRESSURE TREATED SYP 1'-0" 1'-0" COUNTER FLASH LEDGER A MINIMUM OF B"ABOVE LEDGER -FASTEN PLYS TOGETHER WITH 2 ROWS OF 16d fnsi I -TOP STAIRS-12"TREAD X 6"P.15ER I= -LENGTH VARIES '. STAINLESS STEEL NAILS AT 12"ON CENTER -THERMAL FINISH 5/4"X CAPE DECKING W/HIDDEN FASTENERS -INSTALL 12"SECTION OF 1/2"PP,ESSUP.fi 1 -TOP,FRONT-EASED EDGE BETWEEN TOP AND FRONT - TREATED PLYWOOD INBOARD AT CAP OF PO5T 1 I -SAWN FINISH-BACK SIDES - FASTEN FAILING POST TO JOISTS W/1/2"0 CARRIAGE BOLTS I I COUNTER SINK NUT COVER WITH FASCIA BOARD -FASTEN BEAM TO POST WITH 51MP50N HDG -4"OVERLAP BETWEEN STAIRS CCn._5-6 AND Sj8"DfA.HDG BOLTS ,I - I ,.■ °�o '> 2"X 10"#2 PRESSURE TREATED SYP JOISTS FASTENED TOGETHER -t -JOINTS BETWEEN SLABS=MAX 3/S" (-) - ' -PITCH TOP OF STATES AT 1/S"PEP.FOOT W/2 P.OWS OF 16D STAINLESS STEEL NAILS AT 12"O.C. 6 X 6 PRESSURE TREATED#2 MIXE➢SYP WATCH LINE -ATTACH JOIST TO LEDGERS W/SIMPSON HUS-M) L j ,'�-'('(.�;`'`�.'•`'o°°.'°� .,�°` COMPACTED 5/4'CRUSHED STONE BASE - f-$vA1t�. 1"X 1U"PVC TRIM FASCIA BOARD FASTEN POST TO SUPPORT PIER WITH 95%MINIMUM COMPACTION-4"LIFTS MAX. 0 ° - FASTEN SIDES OF GRANITE STAIRS TOGETHER 2"X 10"#2 PRESSURE TREATED SYP JOIST SPACED AT 36"O.C. SIMPSON HDG CB66 AND 5/B"DIA.HDG BOLTS 12 4 `° o,�D°`o�no o°o c AND TIE INTO GRANITE CHEEK.WALLS WITH(2) _ATTACH JOIST TO LEDGERS W/SIMPSON HU521D " COMPACTED SAND fa GRAVEL WEST 1/2"X 6"STAINLESS STEEL DOWELS PER TREAD; _FTT�1'1" V I �Ax FLUSH FLOOD,BEAM(BEYOND) I I I I•' BACMLL NO ORGANICS P� CORE DRILL 1"0 HOLE TO ACCEPT HARDWARE ( ) I No171H 'quo 0 0 0o u - o ATTACH PRIMARY 2"X 10"PRESSURE TREATED SYP LEDGER 1` 95%MINIMUM COMPACTION-4"LIFTS MAX. 1 7RUE 1 0 o-c5 a °o o'�o ��°c A c o o EPDXY IN PLACE WITH NON 5HP�INiC GROUT I i>' !V{T�1 c o c� n W 2 ROWS OF 3 5/B"LEDGER-LOK SCREWS Q 16"O.C. s NCRTH W oa d'o°a u°°°be°�o°e°-0 uo /8"CRUSHED STONE LEVELING COURSE-3/4"MAX / -- o \\\\\ CEDAR LATTICE TRELLIS � I .^IF i CONCRET-E SUPPORT PIER _ -- �- - FILTER FABRIC _ALIGN LATTICE FRAME WITH HANDRAIL POSTS �, I I �• -L_ -BIGFOOT28 BASE WITH A 12"OPENING AT TOP -12"SONOTUBE TO SLIGHTLY ABOVE FINISH GRADE LEGEND z �c o oU° oU,c•, •, o c�,; m quo'a o CAST-IN-PLACE CONCRETE SLAB N;4,�".'' I -- -\ 12"LOAM(MIN)W/PLANTING AREAS �'1 -CONCRETE-d000 LB-3/�I"AGGREGATE , Ou� `o o`c q� q'�c 4000 LB-3 4"AGGREGATE 1, ;I -?EA Ifs REBAR VERTICAL DOWELS a 4� / J, FINISH GRADE VARIES:SEE PLANS °° ,L�r-C4"co°�-0�`P'P", o�,a7°o - - 8"(MIN.)COMPACTED GRAVEL BASE - ,o PITCH TOP OF CONCRETE TO SHED WATER e - DOU o c v - ,y���"�y�c.= NESWP. ER h O oq _ _ 95%MINIMUM COMPACTION-4"LIFTS MAX. '^�of.,a.� III .- "�1....=1..i=.. 3"CRUSHED 5T0 LE W/TILT I�4�i q,c'I- AWAY FROM POST -III I f_I jr} s' ......=1�.1=I F.....`---'....._=�I"=_=-I-I I CAST-IN-PLACE CONCRETE FOOTING '_� - I (I^�-)I _':III- FABRIC&WEED PROTECTION BARRIER � �o°"��j°S'c�-o u`�°oo I�I� �h - I,I. -I.....: _.... I.,[ -. 40DD LB-3/4"AGGREGATE _ I I€. I. — ll },o _ ._ ...... �-.._ -III=:_III--€I:--: I�:::I -ItI- I--- NO-I-£:BELOW MIN-)CONTACTED GRAVEL BASE q I rz3co°ao�o" o Lp III" 95%(MINIMUM COMPACTION-4"LIFTS MAX. II1 1I II o _ _ _- =_ z#4TaBW/#asT.Qlz"o.G. - I-I I-...- _ = COMPACTED SUBGRADE ORSEEPLANS 6CAST-IN-PLACE CONCRETE PAVEMENT -- 1 I=t 1 1=1 40DO LB-3/4"AGGREGATE 6 UNDISTURBED EARTH -BROOM FINISH -TOOLED JOINTS.zEDGES s' FOR CONTROL JOINTS,SEE PLANS&DETAIL 10/L8.1 -CONTACTED SUBGRADE OR UNDISTURBED EARTH TYPICAL STAIRS Z TYPICAL DECK&FOOTING SCALE:N.T.S. BITUMINOUS CONCRETE-11/2"TOP COAT BITUMINOUS CONCRETE-2"BINDER COURSE VARIES-SEE PLANS -BITUMINOUS CONCRETE-11/2"TOP COAT GRANITE CURB _ BITUMINOUS CONCRETE-2"BINDER COURSE -STANDARD SIZE:6"X18"X VARIES -TYPE:CHELMSFORD GREY 11/2"U-CHANNEL&DECORATIVE GRANITE CURB -SAWN TOP,BOTTOM€c SIDES,SPLIT FACES STEEL MOLDING TOP RAIL.- -STANDARD SIZE:6"X18"X VARIES _3/8"MORTARED JOINTS MODEL 94441 AS MANUFACTURED TYPE:CHELMSFORD GREY BY JULIUS BLUM&CO INC -SAWN TOP,BOTTOM&SIDES,SPLIT FACES 4"CAST-IN-PLACE AGGREGATE CONCRETE PAVEMENT -3/8"MORTARED JOINTS TO MATCH CAMPUS STANDARD(BY OTHERS) - f➢ - - 12"LOANS(T IN)W/PLANTING 4000 LB-3/4"AGGREGATE �? 11/2"SQUARE STEEL TUBE POSTS - 'i ice- Jo' -.--- -- 6 X 6 WELDED WIPE MESH-PLACE NGAP, �., ¢ _;;:;<`\� \\�=�. 7•� FINISH GRADE VARIES:SEE PLAN __ o O�� 4 C f=�`'i` !I KEEP MULCH 1/2"BELOW TOP OF CURB on,_Z Q u o�4 rl MIDDLE OF CONCRETE THICKNESS 1/2"SQUARESTEELPICKETS - "�\,�, �'\\;\..�. -�Du SPACED EQUALLY-4"O.C.MAX. '�''�--,=.',;\���'-�ij'%\'ii%" 6"LOAM(MIN)W/SODDED OR SEEDED LAWN - .�c-,n �o A"(MIN.)COMPACTED GRAVEL BASE 4 Go �Ci ,. ` -- \':\'_.\•.\';•.\'; 'tl(Y�U 't� 957 MINIMUM COMPACTION-4"LIFTS MAX. Z - c _ FINISH GRADE VARIES:SEE PLANS _ Cr" ,' '~rr,J+ o�� .I I- OR REUSE EXISTING GRAVEL BASE `sPGHugE,''a,� °a. ��oo - "CY7 o I— q5...._._....'A 11/2"X 1/2"STEEL FLAT BAP. uQr�Z'O no I. 1 I III----II. CASTANPLACE CONCRETE CRADLE �O .t-: oU I_-III==:III-=11] _ter:,87•Le m s I l ,III III 3500 LB 3/4"AGGREGATE ate'L i, _ _ CAST-IN-PLACE CONCRETE CRADLE BOTTOM RAIL -:-: - - ! = �� 6"MIN ON EACH SIDE AND UNDER D�0 co.-� V,O-'!I�I 3000 LB-3/4"AGGREGATE + - -III ° ! • 1 ,Ua(-III-'- -- SLOPE TOP OF CRADLE AWAY FROM CUES -"""'O Oil I I I III-III- 6"MIN ON EACH SIDE AND UNDER. G U o, v o I3 SQUARE HOLE TUBE SOCKET- I I=III- �};-O,f'-' C�ac U III-III. III- I Ei I I_ SLOPE TOP OF CRADLE AWAY FROM CURB :F•'• t3Ne:`�_-:� ¢ "" 8"(MIN.)COMPACTED GRAVEL BASE co c a"s'�•..... :-.-:(.-I I cQ I- I I/2"HOLE,31/2"BASE, III.- u" ,cn5�o" .I.I I.E..._[--._I -III----I `°�,Vic'�^ _ 8"(MIN.)COMPACTED GRAVEL BASE ' AYoSCP o - 1 3/4"HEIGHT I 95"a MINIMUM COMPACTION_q°LIFTS MAX. `p U�IO of o'�ci��oT 95%MINIMUM COMPACTION-4"LIFTS MAX. `•"'••"`"AS MANUFACTURED BY {, a AS MAIUS GLUM&R INC. OR REUSE EXISTING GRAVEL BASE €€ _I j-(-I 1I- .,III= €€III =� I. OR REUSE EXISTING GRAVEL BASF 35J'I 1-6" 6' COMPACTED SUBGRADE OR 16" 1'-6" 6' COMPACTED SUBGRADE OR UNDISTURBED EARTH UNDISTURBED EARTH PERMIT SET > RETAINING WALL-WI&TALLER VERTICAL GRANITE CURB TO PLANTING VERTICAL GRANITE CURB TO CONCRETE PAVEMENT NOT FOR CONSTRUCTION NOTE:SUBMIT SHOP DRAWINGS FOR APPROVAL PRIOR TO FABRICATION 3 TYPICAL GUARD 4 GRANITE CURB SCALE:N.T.S. SCALE:N.T.S. NO. RIMS€ON DATE LANC5CAPE ARCHfTECT_ NOTE:LANDSCAPE ARCHITECT TO III LOCATE ALL BOULDERS IN FIELD A.T.LEONARD&ASSOCIATES RETAINED SLOPE LANDSCAPE ARC1i11-ECft1R£PLANNING -SEE GRADING PLAN \;•\,\.. CNIL ENGINEER: PZELOCATED BOULDER FROM BROOKS SCHOOL WHIT ,gjOB)NG)-j{' ON-CAMPUS LOCATION SIZE VARIES-AVERAGE.SIZE:YXYX3' III I=1 J-=[ BURY 1/I BOULDER. -1 I J 1-1I..o " l 4"CAST-IN-PLACE AGGREGATE CONCRETE PAVEMENT ARcwlrEcr, TO MATCH CAMPUS STANDARD(BY OTHERS) AnnBelza A.IcI>a.tects _-J_ 4000 LB-3/4"AGGREGATE 33 Kingston St Boston,MA02111 J-�f-jam •i; ____ 6 X 6 WELDED WIRE MESH 617,336,33 82.8D87 6D 617.4 w -I �' �% �.. ?•O p .J-jJ-J- PLACE NEAR MIDDLE OF CONCRETE THICKNESS - I.I II�,u •'�� �\ ��, 8°MIN.COMPACTED GRAVEL BASE JabN"b5 �,4:. -__i 95%MllVI1VRJM COMPACTION-4"LIFTS MAX. BIRCOASSCHOOL OR REUSE EXISTING GRAVEL BASE rocec: 06 0°�,3n a., °u O°O°W° Ill.1 I 1 11�I 1�= C,awn 9y:ETC Dhecketl By Arl g 8'°° ��-�o.,r•-I I��I11._..I..w 12"MIN�/4°CRUSHED STONE BASE � II-�,I�-�I-_ .�m-s-a,ol,�Raa-'x'„ q:'I.'..I`I.-.I�I-"� 95°6 MINIMUM COMPACTION-•I"LIFTS MAX Date.1n3rtr €,-Ili-I,I-Igl III----t€ Ili-ff Ill.I€--�-II "-' FILTER FABRIC 1 I�.,.,I I I E E IL III- -MIRAFI 140N OR EQUAL _ Scale'SEE eRAPrIIe COMPACTED SUBGRADE D`aw ng rNe: OR UNDISTURBED EARTH Jill 5 BOULDER SITE DETAILS SCALE:1"w1'-D" L8.1 NOTE, BROOKS SCHOOL PROTECT TO 01IT51DI IF WORK MUST CENTER FORT HE ARTS OF DRIPLINE OCCUR WITHIN INSTALL TREE PLUMB THE DRIPLINE OF 20 GALLON DRIP IRRIGATION BAG A TREE NOTED TOP OF FOOTBALL SHALL BEAR SAME FOR PROTECTION, RELATIONSHIP TO FINISHED GRADE AS 1160 Great Pond Rd LANDSCAPE TO PREVIOUS EXISTING GRADE INSTALL TREE PLUMB ARCHITECT MUST NORTH ANDOVER,MA 01845 APPROVE FENCE ROOT FLARE SHALL BE EXPOSED;MULCH TOP OF ROOTBALL SHALL BEAR SA-ME RELATIONSHIP LOCATION AND SHOULD NOT BE WITHIN 4"OF TREE TRUNK TO FINISHED GRADE AS TO PREVIOUS EXISTING GRAVE KEY PLAN ACTIVITY WITHIN ROOT FLARE SHALL BE EXPOSED;MULCH SHOULD THE DRIPLINE PLACE BALL ON SUBSOIL.REMOVE AND NOT BE WITHIN 4"OF TREE TRUNK DISCARD BURLA P EXCEPT LENDER BALL. PLACE BALL ON SUBSOIL REMOVE AND DISCARD REMOVE ALL SYNTHETIC SOIL WRAPPING TEMPORARY BURLAP EXCEPT UNDER BALL,REMOVE ALL SYNTHETIC o CONSTRUCTION MATERIALS(TREATED BURLAP,NYLON \liNSOIL WRAPPING MATERIALS(TREATED BURLAP,NYLON FAST I TWINE,WIRE BASKETS,ETC.)AND DISCARD PENCE,SEE TWINE,WIFE BASKETS,ETC.)AND DISCARD SPECIFICATIONS EXCAVATE SUBSOIL AS REQUIRED TO PLACE RCOTBALL TO PROPER ELEVATION.PLACE EXCAVATE SUBSOIL AS REQUIRED TO PLACE ROOTBALL TO I PLAN VIEW STAKE PROPER ELEVATION,PLACE ROOTBALL DIRECTLY ON SUBSOILROOTBALL DIRECTLY ON SUBSOIL TREE GUYING_3.PER TREE: TREE GUYING-3 PER,TREE: STEEL ANCHOR WITH 1/8"STAINLESS STEEL CABLE, r-1 r- __j r-STAKE STEEL ANCHOR WITH 1/8"STAINLESS STEEL WIRE ROPE CLAMPS r,PROTECTIVE TREE COLLARS MATCH LINE CABLE,WIRE ROPE CLAMPS&PROTECTIVE TREE COLLARS EXCAVATE HOLE TO DIAME-TER 3X WIDER THAN ROOTBALL. EXCAVATE HOLE TO DIAMETER 3X WIDER BACKFILL HOLE WITH PLANTING SOIL MIX AS SPECIFIED TEMPORARY WEST I CONSTRUCTION THAN ROOTBALL.BACKFILL HOLE WITH FENCE,SEE PLANTING&V PREMIUM BLACK MULCH I SPECIFICATIONS IN COMPACTED SUBGR D R UNDISTURBED EARTH NORTH MATCH BROOKS SCHOOL STANDARD UNLESS I TRUE '1171SE NOTED ON PLANS OTHER NOTE:APPLY ROOT STIMULANT FERTILIZER CONTACTED SUBGRADE Or, Q. Q. TO EACH PLANT AS SPECIFIED BY N,- -0"MIN,_� u �11 I UNDISTURBED EARTH Q. LEGEND PROTECT TO OUTSIDE ==1 NOTE:APPLY ROOT STIMULANT OF DRIPLINE ELEVATION EQ. EQ, HQ, FERTILIZER TO EACH PLANT AS SPECIFIED BY MANUFACTURER TREE PROTECTION 2 DECIDUOUS TREE PLANTING EVERGREEN TREE PLANTING SCALE:N.T.S.T S SCALE:N.T.S. SCALE:N.T.S. HYDROSEED TYPICAL FOR ALL DISTURBED AREAS-SEE PLANS A PLANT LIST FOR SEED MIX FOR EACH AREA NOTE: HYDROSEED. APPLY SLURRY AT 4000 LBS 1,APPLY ROOT STIMULANT FERTILIZER TO EACH PLACE SHRUBS PER ACRE IN AT LEAST TWO PLANT AS SPECIFIED BY MANUFACTURER VERTICAL DIRECTIONS 2.SCARIFY ROOTS OF CONTAINERIZED PLANTS PULL BARK MULCH PERENNIAL ORNAMENTAL GRASS, FINISHED GRADE PRIOR TO PLANTING AWAY FROM PLACE CROWN ABOVE MULCH BASE OF SHRUB SPACE AS SHOWN ON PLANT LIST SIRE PLANTSCHEDULF FOR 31 PREMIUM BLACK MULCH 6"LOAM-IF EXISTING, 3.ALL SLOPES STEEPER THAN 21(RUN LENGTH: RISE HEIGHT)SHALL RECEIVE EROSION SPACING OF GROUNDCOVERS MATCH BROOKS SCHOOLAUGMENT AS REQUIRED 3"PREMIUM BLACK MULCH .- STANDARD-UNLESS CONTROL FABRIC. MATCH BROOKS SCHOOL 3"PREMIUM BLACK MULCH OTHERWISE NOTED ON PLANS -UNLESS COMPACTED SUBGRADE STANDARD MATCH BROOKS SCHOOL STANDARD OTHERWISE NOTED ON PLANS UNLESS OTHERWISE NOTED ON PLANS k-M TYPICAL r< ZOSION CONTROL FABRIC PLANTING SOIL MIX 121,M PLA NTING ANTING SOIL MIX SEEDED LAWN SEE PLA NS FOR �i E OSIC) ONTROL FABRIC R NC - EXISTING SOIL kZ 0'010-1 N SCALE:N.T.S. TREATMENT OF .,"._.,t _`�ADJACENT AREAS lqrrl4jy Rilill Ajolmm RR, PLANTING SOIL MIX,TYP. Full SOD LAWN NOTE SOD� NOTE: 1,PLANTS BEAR TO GRADE DEPTH 1.PLANTS TO MAP SAME RELATIONSHIP TO FINISHED GRADE AS PLACE ROOT13ALL PREVIOUS GRADE OR GRADE IN POT PREVIOUS GRADE OR-GRADE IN POT ROOTBALL FINISHED GRADE ON UNDISTURBED OR 2.APPLY ROOT STIMULANT FERTILIZER TO EACH PLANT AS 1,APPLY ROOT STIMULANT FERTILIZER TO EACH PLANT AS or,1211, :��LH �I 1_1��L �1.. .1 .I I ml WHICHEVER T iL COMPACTED 51JBGRADE SPECIFIED BY MANUFACTURER SPECIFIED BY MANUFACTURER 6"LOAM-IF EXISTING, IS GREATER I�6"OR 1/2 WIDTH OF ROOTBALL, -S OF CONTAINERIZED PRIOR TO PLANTING 1.SCARIFY R00113 OF CONTAINERIZED PLANTS PRIOR TO PLANTING AUGMENT AS REQUIRED WHICHEVER IS GREATER UNDISTURBED OR 3-SCARIFY ROO'I D PLANTS PR CONTACTED SUBGRADE 4-ALL SLOPES STEEPER THAN 2:1(RUN LENGTH RISE HEIGHT) 4,ALL SLOPES STEEPER THAN 2:1(RUN LENGTH:RISE HEIGHT) 1[F=—jlI�=ll17=Hwl P�=�I_ SUBGRADE SHALL RECEIVE EROSION CONTROL FABRIC. COMPACTED SU S'4 SHALL RECEIVE EROSION CONTROL FABRIC. TYPICAL It, TING PERENNIAL GRASS PLANTING GROUNDCOVER PLANTING SODDED LAWN A SHRUB PLAN cl) o". j 80 �q SCALE:N.T.S. SCALE-N.T.S. SCALE:N-T.S, SCALE:N.T.S. PERMIT SET FDED5 YSPFUNXLEI.SWINKI JOINT NOT FOR CONSTRUCTION LEGEND INDOORMODEE.NO.DJC-212-D 1D.-F-PRIODE, OR FQUPL SEE IRRIGATION LEGEND FOR TO DIARB IR RIOTEC01IROL NO, REVISION DATE N-DEROF STATIONS VA-—FLOW SCNTkOL ISVE PER PLAN) SECURE TO WALL WITH LANDSCAPE ARCHITECT: APPROPRIATE FASTENERS, C NTR0LTU2IDGWFH12'NIIN, FINIGHGRADE SM ICECOILANDWATERPRODF 2-EYJSTlNf3GFDUNDED115VOUTLET MRL 6AICE CONNECTORS FINI.E.—E 3.ILL1111TIANIFDRIIIIIIIIIA1, 'TAINUF"SITEETCLAMP APPROVED EACMU ENXH AS REQUIRED Hz L N'FICID CONDON HOUR FOR I'POUY LATERAL Ll 1'SCH 40 PVO ELBRYV A.T,LEONARD&ASSOCIATES FIELD WIRES,MN SW TOA TORO FOZOP SPRINKLES DEPTH.12-Mrt LANDSCAPE ARCHITECTURE-PLANNING EX REMOTE. OR EQUAL I'SCH*RC NWtI LINE L FUSEE AI A EOUIRED SECURE WIRES TO INTERIOR WALL CIVIL ENGINEER: WITH APPROPRIATFPTPE��P& MANUFACTURED SANG.UNT CONTINUCUS BRICK SUP—TS j-%­­FC.'__F"j WHITMAN OBINGHAM 5.INFEPJCRFLXRDF BUILDING IAIIIAL IIPI--,, LAIUK TEE S..m� I-SCR 00 PVC wfnm(np.) OR DEPTH III` "SCHW PVC HEWLE 5 ADAMS ARCHITECT SECTIONIELEVATION SECTIDNELEVATION N.TT08CPLE N­TUS.LE AnnBehaAL"C"Itectq NOTES 33 Khq.t.,St Boston,MA 02111 FROM RIGHT-SR)E 1.INSTALATIDNIDEE OMPLETEDINAWORDANCEMrH�UF�TURE43SPE.7FrATIONS, U 617.33a.3300 617.482.9097 BECTIOWELEVA10N SEC7l0N/FLFVATlDN 2.DO NOTSMEDRAWINGS. 2.D 140TSMLE DRATIINGs. J.INSTALL SPRINKLER AT FIN15HED C3RADr 3 CONTRACTORSIADIFF FOR PRODUCT AND MIARMY PIFOR)MI-IDN WAIT NOTTOSCA.E NOT TO SCALE RFFrRE4SEHbh8St6!5­G1. NOTES J.b N­b.l� 1.INS TION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. BASIS OF DESIGN SPRINKLERS: BASIS OF DESIGN VALVES:254 SERIES BY TORO(OR APPROVED EQUAL) ?,DONOTESCALE RAMNCS. EGRC0K8$CHD0L 3.CONTRACTORSNOTE FOR PRQUYICTAND COMPANY IWToPMATPNM r­XADd,�l,'w,f, 570Z SERIES 3"POP-UP BY TORO(OR APPROVED EQUAL) REFERENCE NUIAMR GS I 74bL FIXED-SP RAY$FBI NKL ER.SWING J NTT D—,By BTC Checked 9y:mi CONTROLLER:TMC-212 SERIES BY TORO(OR APPROVED EQUAL) D.I. 111WIT lN7ERIORWkiAACUNTCONTROtiER(R-4SnC) SC.I.:SErGRAPHIC D­,IIgT,V, IRRIGATION DETAILS-BASIS OF DESIGN SITE DETAILS L8.2 '� ..._ j TENNIS COURTS TENNIS COURTS UIIOO€S SC TOOL i 1 I. I CENTER FOR THE ARTS f _ - - I CONNECT 7D ELECTRIC U J�" _,�P I„ \Zx MANHOLE I i I - 1, (.SEE EZEC7R/CAL FlJANS Q _ l _ I I I I, 11 o o - �„�a• 1::E,t7SnNc .m� BENCH MARK 1160 Great Pond Road "' !- - ! i BUILDlNC MEMORIAL STONE- NORTH ANDOVER,MA 01849 i j 1 / ' aEV.179.95 j f - j 'i PROF./NC!-17S,bf 1 KEY PI-M i1 r SEE NO7£D ' _, CONS T RR1CK INVERT 7D j i I ;,". = lI _ PRONIIE',FZ7R-YE'W CLWNEC77LN! - - f __ .. p�H'4NG __ j 1 _. v� - / JJ®0020 FT _ i _ �l ' =- ..:� SEWER -^l. :..�- 0 :�i f I£R/FY MANHOLE E2EVATION� :" -'..,,✓'�~�` ;---------•__ -_ __,.._- _- _ ,._,m._ _ ___Z� t lr.-._..1.__. .z:-PRAP PRIOR TO CONS7AUCAON '.:^.--�fG ;: ��-� _ ' ..._ ;y ! __ '.��ISDHp'A�•_ZNN� --.-3. �•, 1 s v rJev w _� --, i NON �ENER I 1 JI ROP.6' -12J r -1. ,- i __� �:.��.Y�z _/. f_j € -� 11 £RFOA/SUB�J AlN ° - - ._ - _7 _� __ -m.... ., .- _ nuacH� 1 T (7\\ i V .:i ...._ .. ,.Es, _..,._ .I r 2 \ ". ,I-� < i I1. _ AJfFA L41[7ER n neKTN .-. ) ,,,1 ,P, 'G- DECK _ c�rvs7rrui:nav �I I 1. .... _ --f 193.40 J. 1;: '. 1 i,. I 1 ` _ ' TA/S J 'r PROP.SUMP 1 _ F,: I _ .. .......... I ! i ) ` PUMP D/.SG)YARGE t \ �.. • ,,x PROP'.'.-d'!RI(4'OVA. PRd'.8'SOR35 PVG'SEVER `: 1. I s i;.!• ' LEcewo 1 .• ' ,_, PROP.DAtlES11C WA7EA R1b/J8�C9.�- 99'O 0.020 FT..- -' ..:...:...! '� - /"Y `.r FROM THE WEST SIDE: IN 17.596(W) _.-�:'C _.: -I .': ...I... -i_... .......... I � I � 70 GRADE , .I .t-: I/.:.i� I - SERffGE TO REPLACE EXPS77NG IHK"T76t D51N ( r SEE PLUMal- �i q/T ck PLUC SrHER REPACE CB FRAME A• - .:.. PROP.SMH2(4'1JIA r.. i �' __ J11 ' ST77NC£. }. �� DANFCIP7N ,Y.... ... _ J GRA7E W/MH FRAME d }f 11 -- h cF7WASOM AW-187.7 i. 1 I COIER t 3 :- INV-17814{/N) -..'.' Y.. _... 1. ° ° -r�roK"=:::--<ca - ..-.: INI�17d 04(IX/TJ .-- JR PROP.INV.=184.8f "� PROP./NV-1784f I�f s �I �,i AS}-I I�URN (L£RIFY EZEV-PRIOR TD1. - __r '-; (COCROINATE W/PLUMBJHG) ......... r l ; cays7RucnoN _..-_--_,. (..'.:..'.'........I...I_..........'.'.:. I CHAPEL i - _. PROP0.¢D TRANSF'ORMER i-.r r. _ _ - i f J _ � ru # /:._ �:.l NW( FIFCTI7YGL ) SQUASHN&RftOWING ! F r a PUNS i II L:_ _ I GENERAL ZONE :.'.':.:.'.:. •j uD ,[q��}E PROP. /.,120'SY1R 35/P I2' E I'� Ali PROP.11"HDPE DRAIN I�I � ".m �3�ti'•' .."..y, ... -- -j_ :. I �.;_7. '...i._._i._ ea Y A I _- _ APPROX.WA 7£RSHED PROTEC7701V D/SIB/CT BOUND,4RY 130 0 o.D285 rT/fT ) ... I 19 0 0.020 IT/F'T -_: -._.I 3 ./ i. 11': __ :.'.:�.'.:. i,, PROP.CB7 I r �--\y ___. -. r =I ...I <us:ran PROP.8"HOPE(N-12)DRAW- .:PROPOSED - i RIM-J887t - ? <,, =. li: = 1D'O O.OJ>f7/FT v I -___ ADDlT70N /NV 185.2D(01/T)12" ', .. ' - - -i..-= -_, - PROP.12"HDPE DRAIN EA7ST WATER.R i9LE TD BE .... ........... ... (r•ER/FY EZ£Y.PR/OR R7 I, )/ -1 _: -,.,-: -_ 40'D 0.019 f7/FT D P.EPLUMB£0 RD RAIN f PROW.23 LF.6' .-MU nMaeR __ -j! - ;cauw 1. i 1N7£RNALLYY FRO!NEW �91.5�D sTFa.lr aIDI.FIRE SERNCE - aNSMUCRaV -_._ , -�` 1..:.1 ..!:I -.- >� r j xwr PROP.DMHI(5'O/A. SERWCE ON THE EAST SIDE /NV=18650(OUT)B" i caysmucnoN j lam, PRGW.rgTr.efNOs as NEEDED I ff ! = 70 REPLAOI'"EDMHf AROP. .'.'..'.'.":... / 7C7 LOWER MAIN I,FA4'S-FI M/N- r!� PROP.DMHZ 5-DIA RIM=192,7f' F x x F I �' ,�; '',._.._ R/M--19J. �,ii ' V=BOOYIN)b ST(NW) _ _ £ F7NISHli ,,-!..� iII _ 1NV=186,00(OUT)36{2) \\` -..-....._4_ JN1�=18530(/N)J2"ROOF WjA1UMB/NG) I_-i --_ 'i ... r� I,�REW.L NE1Y i /, (( _- /NV 186.00(WT)12" `1 INV=185.24(1N)OMH2 t f_�._-_ W/6 x12'REDUCER tt INV=ras:1(cur)(£xTST) }- ,j E1 j :f I f�VERIFY£XT,ST PIPE S/z£s l PROP?B'HDPE N-72 ORA/N - . . - . •_. PR/A?723 C-SIRUC7IOW` ,. j ( ) 17 a D.020 J'T/FT1. (SEE NOTE c) -11 .: PROP.CHANNEL INV-18624 I .�-I.I ' J '_I; ,,i .t s. PROW.OMHJ :: :.. _ _ __ __ -- - .L.I_.:�____I._ _ - I - - TD REPLACE ECB7 _ ,: I..•r• ,.I... .�. '! y - �` _ _ I i R/M-=189.1.- -I EXh'AUST ,^ _..;�1'_:... '.':.j` ."PROP.8'v6"TEE- I �,I f!---::-3;1. II INI,4--T✓CH)6" ,, `, :.:;.-I.•I -..-- T...t.. '.'.:j. ..,.'i /l/ W/6-G.0 '', 1NV rB4.2pN)PDMH1(12) srACK .t I. ,� .�_ -- - --- { { _..__I,._ .,,.: - I` t PROP.BX4'7EF; ,; i -.:.,II!j III,- /NV=184.l(1N}DMHJ(12J _......... - _.�___...._ ✓` _ - -7)-DRAIN 1 I,. _;,, INvr=1B4.Of(OUT)(12J _m "�_., 3- f""-L PROP.B"HOPF N ,[- - ----J - •, _ W/4-QV (r y " 11 20'sr o.a57s Fr/F 1 } ' �. 1 I I IN j L PROP.6.47RJ5 PI•ti'ORA/N ''- 1 tl� R;:. I: 3 __'�,:W_-.:`' PRU�.'YARD'DRA/!J."I'....:...'j'I....I III ' 1.PROP.23 LF. 4'I __:._.. RLI4 191:75'.'.'...'I'.'.. I - , _._._.. 4'9 0.153 FT/fiT ats i, I ! .. -� -.;. GLD.I.OCR/.SERNC£ I Ga''` ':i;" / OUTLET OF 7RENGH DRAIN TO BE 6" ..,..�'.: --" -I - - 111W-$$75(OU-T)'v `': -- I I tH cF i. I WILDER DINING HALL so7raM ccwNEcnav 7rPE w/(�)45 `. ! f cur r PLuc t € BENDS TD TRANS/RON TO LA7E77AL ,. € I _ _I.--, j SEWE7P SERNG>~ I &STUDENT CENTER I m -, -11 V,.,.. LOIi£'S'T BEND/NV-186:D7�'- E' -i I ® .. -_._..- .........�,._... ma/ua r ., ,-, - I.. '. - wasi ... lil; ._..... ...:, r RLIL'.B`.NOPE T2 1WA/N_ J- �' I �:__ nc�moz w" _._.-----__....._.__....._ _,. ..'....._I. _- BLACK PAINTEDBEBOUCALEP�RAN - 5.AQ0227 fT/FT .. 1 :� .! i I r , - i_ �'I _'i` I -; MO9t.AilbrzA/IJ.(2}.,PROPOSED.'.'.'..'.: �,.!;; ADMIN I ,� ------- TRENCH DRAIN SYSTEM MU57 BE _ ADMISSION I I I { r 60449)NG.'.'.'....... �,. I HS 20 COMPLIANT CW BETTER _. T T- .._.I i PROP.YARD GRAIN1. 4(�9 :_I-3� _ I- ._ .., _......... I'I ;i - --- PROP AGO P90ERDRAIN 5206K(OR EOUAL) .._,. ,..- ,__. -..I.__'. I _.__-RIM=191.75i- ".'PRGI�.8. - --,1 _ _ ... ._..... _11 __ - !:_�,:_:..._...:�_"_: ! 34,-FT TOTAL LENGTH '_1 - I - 4( )" r'. B'9IL 0425 FT/FT - I -� PROY?FI VERI-Y f .. _ - .__........._...................1" c IN 18R6 WT 8 I , PROP.GYANN£L 1N1�18&J9 �. -:- ............. --:AND AS I r....l 1..-___- Ros�rAa£ r -=1-NEtn£o FOR PERMIT SET _.. ��1 :.'.'. Is w-aA.xr-" I ,'� ., _. t_',3 I --- of :,r i __-j�,OWALiE A4ANGE7/MART PI: .::1 � 1 E',1 III 1 _ --_ - -..-__ I :' � - - NOT FOR CONSTRUCTION '`: -.. .. (.. I -- �i, . -- -� " - ._.- '- - ,� _._.. ,I I I - , -.---- ----_ -.-.. .. ,.... - 3 ., I �. ... _._ .. I , _. sa•--. - - - YI NO, RE4€SIGN GATE .. _ .., ....� L'l _. _ -�`III d . ._. __. _. r ---- -. T .. .. .. .-. -:� '3� EX Y,.,/ ..-r .... _ ..... _ 'j , 1- ', :: :.1 7...: _ _..: .^.1 i - `:,.---r_._._...... :. - 11 _,,.,_,_„,,__.,,_,,_ :..: ,';,�' LANDSCAPE ARCHRECT' FIST S777UC7URE ELEVA710N5 -_ - .. --- \ I �" 1 - REWORK OPEN/NG ANO MANHGYE - I - _ SMH f7 DMH fl CATCH BASIN f1 --.. -- - �... y --._�_... w___ �oP....L£R7 BEND i CHANNELS AS NEEDED �D G RIM 184.2 RIM 185.3 GRATE 184.0 -._ r I._. - - _ _ _ GRAD NOP I 8"PVC/NV IN 175.J 4"PVC/NV IN(NW)179.6 WA7ER 780.7 - I � Elm - . � 6"VC INV IN NW 180.5 - _.\ F:7 / A.T.LEONARD&ASSOCIATES B PVC INV OUT T7S.1 (} - PL1JG ABANDaYETl SEYCi%_/' __ -_ _ LANllS APE ARCHITECfL'RE PLANN]NC 12"VC IN/N(W}180.7 CATCH BASIN f2 PRCV?TEST P/T VCWNEcnav INLET DALSMER ROOM SMH fC3 12'I�INV OUT(SE)178.4 GRA_7E 182.9 (---1 I✓o7E£ aLD J6o LF.8" R/M 1835 12 RC INV/N 178.7 PROP 6'HDPE(N-f2) LLD!WATER MAIN CIVIL ENGINCER: 8'PVC/NV!N(SW}1773 PMH fr2 8'HOPE INV/N 179.1 5UBORA/N -!.� CY§VNECT ID GIMPUS 5157EM pRa°45;` . 8"PVC INV/N(S)177.3 RIM 201.6 12"RC INV OUT 178.8 PROP.8"x 6'ANCHOR (S�ELEC7R/GIL ROANS) BENDS(2)' WHITMAN 0 BINCHAM 1£E•�6"QS! ec,sll.mer+cnusa:u,owweror 8"PVC INV OUT 177.1 15'HDPE INV IN 192,5 CATCH BASIN�5 12'CPP INV OUT 192.2 GRAZE 201.1 SMH f14 RaOCA FED HYDRANT GRAPHIC SCALE RIM 182.0 12"INV OUT 1929 B'PVC/NV IN 178.5 DMH f'3 REMOVE EXIST.Rr77NQS&RE'PLACE W/B'GV' (CAVF7RM LOCAnON PRIOR TD/NSTALLATIaV) 8"PVC INV OUT 8.5 RIM 190-7 CATCH BASIN 0 WMI EXIST.I3'PE SIM'S&PO7EN77AL Ex1sz m 12"INV IN(CB 0)185.5 GRA7E 190.0 BURIED VALVES PRIOR TO CCINSYRUcnav S3nnBehaA4ton,MA SMH 5 12"INV 1N(CB f(5)185.5 WA7FR 187.0 (5£E"NO I£C) I IN FM 7 33 K ngston St Boston,MA a21 t 1 RIM 184.2 12-CPP INV IN 186.1 N07F A• >roan_20 a W.338.3300 617.482.9097 8"PVC INV/N 187.I 12"HOPE INV OUT 184.8 CATCH BASIN f7 CON7RACTOR MUST COORD/NA7F W17H THE APPROPRIATE U77LITY COMPANY FOR WORK REGARDING ANY GAS,ELECTRIC AND 8"PVC INV OUT 180.9 GRATE 188.9 Jon N-I,"' 12"HDPE INV IN(DMH,44)184.2 TELECOMMUN/CAAON SERVICES. DMH 14 p/oFeCt BROOKS SCHOOL SMH 0 RIM 194,0 12 HOPE INV/N(DMH/S)184.1 N07E B: RIM 203.1 6"PVC/NV/N(NE)190.3 12"HOPE/NV OUT 1840 CON7RA CTOR MUST COOROINA 7E W17H 7HE NOR7H ANDO VER WATER DEPARTMENT FOR ANY WATER SERVICE WORK. DE Byr AMC cneas dBy: BEM 8'PVC/NV IN 79-T.8 6"HDPE•INV/N(NW)188.0 CATCH BASIN fr8 Dale:u1...a'7 B"PVC INV OUT 193.1 12"HOPE INV IN 168.5 N07E C GRATE 187.8 12"HDPE INV OUT>85.> WE WATER SYSTEM/S REOU/RED TO BE SHUT DO{f9V FOR/NSTALLA710N OF NEW WA TER COMPONENTS COORO/NA770N MUST SE DONE fH7H s alQ:Aslnm�"a 12"HDPE 1NV IN 783.0 THE FIRE DEPARTMENT AS VAR/OUS F7RE SUPPRESSION SYSTEMS MAY RE-TEMPORARILY OFF-LINE. OMH•f5 72"HDPE INV OUT 182.4 D:a,.ingrue: RIM 1VC INV/N 190.5 EXINO 6'P 77NC S7RUC77JRE5 RECEIVING NEW CONNEC77ONS SHOULD BE CORED APPROPR/A"ELY. UTILITY PLAN 12"HDPE INV OUT 190.0 N07E E• DI,IH f6 TEST P17S REQUIRED PR/OR TO CONSTRUCRON TO VERIFY LOCA 77011 AND ELEVA 77ON OF EXIS77NG URL/TIES. DESIGN SUBJECT TO CHANGE RIM 188.I DEPENDING UPON RESUL 7S 6"PVC INV IN 186.1 6"HDPE INV/N 132.6 N07E F• 12"HDPE INV/N 1849 EXIERNG DRAIN STRUCTURES TO BE ABANDONED,SHALL NOT BE REMOVED UN77L WR/F/CA7701V THAT NO AC77VE PIPES ENTER THE C2.00 12"HDPE IN OUT 131.6 STRUCTURE:EXIS77AIG STRUCTURES SHALL BE REMOVED&REPLACED WITH CLEAN FILL COMPACTED/N 8-L/F7S BROOKS SCHOOL 4 CONCRETE BACKING AGAINST emu w CENTER FOR THE ARTS rmlus szn u�• DISTURBED MATERIAL CONCRETE n /r1°irs.+rcx'm+a' NOTE WATER MAIN _ +._ an vAL ES to caEN/N DREcnav As�FaE7FD er Y / O """ ro wr FINISH GRADE 1180 Great Pond Road NORTH ANDOVER,MA 01845 f m�,! y ls�s v�ewfe.E.»Aaw NUT&WASHER I _ T II cat m rya b'�A.1o� o�4n.0 C H9'E¢7. KEY PL4N ❑JUSTABLE VALVE BOX s¢re ",fY frfs m'r<-rro _DE RODS SOCKET CLAMP b a0 ytaNr u+,vew«,rc Z[EIPlTY K EPEWLD / Ifb Ii1xAY 5'MIN.COVER _ 1 vAa¢sf { / / r race •+saT I - �+ SPOOL PIECE GATE VALVE -sro aN�M �•' ' `,�r MJ GATE VALVE r rrc n CONCRETE SUPPORT Fu+c aPfT� -r 11 �3i 6°' ax wo_r a'Ee,& v.r ooH1Y 1.Mp"I_0-.— UNDISTURBED a nIw xmR nm m nep-me r ua rcre f a A�iJ-fM�56 a9coa m BE T¢A HFAr,mm•.1asLmf rx vnn rMam nm. MATERIAL w"° _�MrE TYPICAL VALVE CONNECTION "��`�' '�"��`m.•em°"°°""Y ru�etl �.iwliA.l:�yG i l�,r$,•0+'- sAwecuoPlelrrArrrnernrnl THRUST BLOCK DETAILS GATE VALVE ¢na mnp reE art RESTRAINED JOINT TEE TYPICAL WATER SSCALE_CONNECTION NOT TO SCALE I�rmawv+Twea NOT TO SCALE NO SCALE NO SCALE r IOL rem-A,ffn,�rw eartu!-Daunt£®,.xo.Es TYPICAL HYDRANT DETAIL Uwz el"14 NO SCALE TYPICAL WATER TRENCH LEGEND HALT EECTCN IN PAVEMENT NAA.F SECTION IN 91 WL➢ER FOR PAVEMENT SLIWA' TR&l7 ENT 4•M]NENM APPROPRIATE SO VAIH NG STANDARD FRAME k COVER - SEE TTPl CAI.RESR✓FACING\ ( SPECIFICATIONS) z4• A' (x APPROPRIAtE UTTERING) (THIS SHEET) A/wsr TD GRADE A REREQREQUIRED1R MORTAR IN PLACE �'. sTTrs u6AAME M WAIEEusrmloa�le�AhV A°�o aF; sPECEFECATICN cuusE m4 myr fRAAE7N sUL'OR]EP 54SWE7LMEAADaArE• `T BY t>fM]�IE Gi1lAR NttCPLQST N•OIAIE L>IS Pa•A'NENI RER iE`cp;POWEAI)RAIN-LOAD CLASS APtW'OPJVG ASTK Af6 MARES tz'ac AWA 4a•LVA.alr may IADEnat Fr. 71w ----- Stec �ar AAFAOEm °VotP>ie�'MEa,c�.M�c aa�nr sr s,i�smAn AALIA Ara•aA 4t5 SCJY IfR7 FT. !� _ - 0.TI�7E L {E S7�>-'rN a.WU P.51 8'MIN. N —_--..... ACCINAllr NAMKC.E S S M A711'iO £R/AL _ •1T MAXd rtsraxnEsmro o,r�rF.o;.ina 9lA11 LYLbY Y W1!/OSV.1 I�ArXA7fOV SD OA 6•MIN: - c gene VARES 48'Oil 7D1RP7 A4]SECnaY 11 ASIN 9!'BaXAlJM Fl4TCR[I11TH MIBRE y ae-.N�rerH« CHAR - REWIRED,TO BE PLACED NO R[XX Um I u��MVWL �r u�l� AGAINSTLAYNSTthiBfL MATEFdAi PIPE MNEXCAVATM MATERIAL FlDIaE 9tEY£ --- :r, I m4waz V&DW mmu CYNFEIiN>D 1REC1Sr TD RE kf71tEN b'[F PIPE C_ 6a FC a c¢°rsc .@SY'➢'dEp tvt>2''SF WMMYi'£SET'Mfl� — _ . 147 24' . AS T.AG RSaW MWC 4 LI 7L3'T laYmo'[^ SEF E'MN. ]/4'COMPACTED CRUSHED 5TOW - •PPErASfmNO6.IEYA#1fa[ ` m„ hnutiEv'.'i�Tx ru,Haf x �j ,pNT.�1[ANT SLUG�iYh3u3ED Br/hc GLMPX.WAIA7A5 NKQ%.IST Zf'P✓C mr�n cA rrvsr RrJ�E.v A4asx]mr:-a-.r I7Wr Gab{ES WIif OIIAW 8*%V OP !E{y' n aam.r,o.ecar.�n Elat es.eHanr4 MMaEa£BAse ___ AAWAV�ET2�'-A MI WID OP S'*PrW AN MVWff In— APPROYID EWAL UN0751URBEll MAIIIIAE /IY € a NYexE sx.,u.R,r<9ze,crE9 vsnno=_r .-.} ..- RCfBEA GA.AE'T THAT LYY6LE5 YAM ASM/ Y ri'_r I . GH.T ar�]. I TYPICAL SEWER/DRAIN TRENCH a 9w•,E.r.E MuhEsr PwE xerull 7YD/�Lt2415 AYIraa.Lsr7c YalTlr owuymsv€ 1/.I/ .�` /- �I/� p1/. aE•�:�.xn dPw��c��11 uvaF':er,w.,_a Y.a aN ARIXNOENTR-Gf1E9C145ZRF'ACES NO SCALE a•-ArAAnaE• T2• -I .Y _ MOINAL SURFACE OF REM - y tNawlLlTMYu v.1MSEAh>epAD 1.3 Tp PRC4ER MAH . LirA�' 1I a PIPE nFCE�.mroENevas aw.a�.,w:enaexs_.'.,rm.+a_esrr-e�esce ars+*a arew�mco.rxnn^es. To ueei*m a�,is-`fi- Ll�riS'1 A F NIELAS'R NIICFEiE KKE E eaYrRAC7CA470 PR014 a COACT E7E MIEI INLFI x.,pvE.weprcn[res:n[ue*Nof.cWr.i vsnEeminaren cwcn�rz.xcucnoev.¢unrf�lacuunATe reuavrEaoEe.pvtKAnou,'n 4 hvkmr WTSDE - en_tiwcr6La,DHiaY€GTWwmle� Sob,Parc�'c CCK' HDI&PPE p'FR81CS iL BE FAOari PREYJSR •'�� :11 .SMEml EZF✓AIAAV S4AE.43 OFOYW OF ➢TAM.APE ai¢co IXxelrs�xva,va.rv;�+Fc .c`m ¢�rFa`r;v o�ou tine crcom'.oerE'• Tgy,Y- b6•III� .TfK��->•iO NFL°�crnrtcoircncirv[cflnlWMtYofnu tEc£s�P.Ram'[rtl�nR..,lA9amn[Toro-:nccfr uaA ctn�rw[srsr[L swf.ss n,n.uao B•MEN. a I•Y _ I I - acKO ruiw.WSMc,,.'IfY,FElGskeS:,ro a9'atEfuY�PEauaE9 ttA�e - q[Iry MANHOLE CONNECTION DETAIL _ -..• Tv BE RAEE ro as Ah1a c4Mo RATMr NO SCALE Inl>F �S200K-POWERDRAIN-LOAD CLASS:C ACO FOymer Products,Inc. IN, a PRE—FABRICATED PVC YARD DRAIN BASIN MINIMUM UEARANce Ha ndedPaVerPavemem �v °•,� �,7 NOT TO SCALE UNE • ao,wa Nam, �,'u',',x�rae 51 DIA. MANHOLE DETAIL INSTALAT1oNDRAWNG-ACC DRAIN Artcoaa TCE:BA9iBsB562 maEl:colt,4toceu5a.wm Onto TeE:800-W]<]ti6 boufh Cpr¢Itne ioE'Sd0-622-2a]I (FOR MANHOLES GREATER THAN 12 FT,IN DEPTH) REPLAr EXCAVAIM R= WfIN SCREENED Q VEL ROCK TRENCH NO SCALE Kx or DMAN F. Musa 5L TTAA 77ON SAGS ARE — -• ^p^Y`^. , Na m REWIRED 1i17N/N ALL GA7L7/ •• ew sw,mr M.+ouc! �A`1 SAS MA 7NS THAT Y RECE7FE RUN_Of"f"MCC 19/5AIR19£D �'�mAEfc Nm�vF ro ac AREA. Jana er Im a ARi10.E➢EMsv. N fWT M't!F Slnllrla PATIFAI I.m IE11Dei]'IRA' a• zr a• AnMaT ro wACE As IesraE.n IMM14 wr a�e,»ms anEsnmlr CURED 1'RERAR FOR BAG OPENING PERMIT SET o O a Elw Salo! nvN. REMOVAL FADM INLET . "f rI�.L D a • a 2'I - ESASYrNG (NIDVt NpR rOLRD) -�—� I.O O.•o•p a a a tEAfENT N07 FOR CONSTRUCTION OPTIONAL OVERrLOw ®''1°°� A� r .,� .a o •,o• _ •o• fuAm sv-75Ac1cp � oaa - r;rEsnvc ncrErs- FI: sN°uno M a Nl�+&Mux� a per,�r CONSTRUCT/PN SPECIF(CAT/ONS DUMP LOOPS nmr'w AT,mm UTILITY CROSSING DETAIL I.ST[WF-use cu4Rse AC271fr^AIF(z-.r rNar s7aysJ Me stool n Arn stacawl dm SIDE ELEVATION N 2 Lw;kw-As EFFLnmE 6UT lgay LESS THAN Id7 A'EFL NO SSI so'3l.]N.ORC�GIRCuIAFERENCE OF L4RGEST TIRE. 3 7X/t)YNEZS'-NOT IE:.SS'INAN�OIT IBJ LNCY/ES ang.gene Iu EE rAsr Manmo fi YfO7N-M9r L6,5 YMN fVa WOA/aP ALL POWYS OF IAW=O4 E7RE'S£ 4E[QA rm W�n anmucrtc ulmslos owaa WH€GREYER fS GREATER 5 WAHMG-WSW NFGkSSARY•IM'EFIS SY&L&'a-641EA 70 RFWOEE.S'.ANGIVr HO'CW TO 'c+ RrgR�"011 AALUa DltitE FARigR FRrAR]s MNnPC FgbwOTAFFROFRrAtr 77LIN5/nLW £N7RA/LGE LW70 F'UPIL/C R/L7/7=Gr-WAY."411AWL NtASWADWG"/S Rf kY WIT 9YAU-QUDV VI DaVENt'av OR AN Cfml MIALL st/f.�sv5rasiuzEn AN£4 STAH'C/1aV WZY CWV91m SIU'E M!I/Ol DRAWS wTC)AN AR9'7(JtEb.�LYII�NT 777AP Q7 NO, REVISION OAiE YxerAR Ieeanlan mrraa.'n:M,wv a scnws- ceN57RUcnOnEnt7r nNcr:ym - -¢'ANENT M9N.ALL,ffA'YfNT-4GIL BE fWf"N7fD FRGW CNMN'NG ANY Slq'ML A4A/N,p'TpL a OaaAIP am u z c max• cNa ros s ausucRicyro NAr s Or WATIRCa L!F]HTL'YJ f]A'OF S4Am SAGS eRAaiL BOAR"OR o7WeR ARPr W,VE]Wms •< -••. 'v Aw'r suN a'w�iaem mn2 nT�.v tore NFL\ 0 RAdyni1Lf77l1'--INE DVVAAN7 WAIL HE AUNTAIAED/N A COW170V WDY JMC "c : ..- . me aMr roses Esv Aavnesmalmr fl.1E F \ •4 var.nsxr .rtr�e aaa¢r Mar mites mx sTNa]4-4T SPIAIp Nam- _ F17ETENY tYtAG17NC A4 fLO1KNG O''SED6YfNT OV7A P7IRfK FYGh'7-CVO-WAY.7Nb'WY REIXARE moor pM»©.m az sfmtr Castmwml afANCY/T Or SURFS US 70 M .F�4LEN�T.BALL�L19/ENT.g7'LL'A Lwpfw w m m y/a ouEma pP axFn IN.Y•aNe.ftn Ex$P" WAAfm ]CR 7RA17 AVM!'Y.4d:/C Md/75-CF WAY RUST 8E REYOkM/AA/EA'A ra Y. g M.,o,nc w PAI'FnifT 712X N',WTAL CRATF AMYBE U.gR LWA7E 9Y&4 BE.WAWAYFROM PAP6146 T'AM) AppR&tiwA 7E.SEIiwair CYEVma IRAPIAWC O£NCF WU4&F U_'M AT ORA71 IXI7LtT,'VIWT PIPE S/LTSACKORAPPROVEOEQUAL -_ f ?.,.Q� g SrABlL/ZEDCONSrR T ENTRANCE Iv1O0A.un:V.M iuY T° �Rs rneroe r IANRIM sraNs PLAN VlE4V =d frvorro scuF) VAM -' x r pExv E'oE'mnn91! �n aAIwEiE PEA. FILTER FENCE DETAIL I �F D I W xxs VVHITMAN O BINCHAM Ntet MN l.lS lN0lY7 -- r _1[,.1-\r Y 1 M�Iueln WttnN _ e[cGr[¢m Ernc,vEEcaufmsuc•.ro5 TYPICAL PRECAST CONCRETE SEWER MANHOLE (FOR MANHOLES UP TO 12 Ff.IN DEPTH �.p.,� NO SCALE 1�,.ia.>I'l.BehaAmbitecu 33 Kngsto St Boston,MA 02111 617.838.3300 617,482-9097 Job Number. Prp7ect BROOKS SCHOOL 0."By: AMC Checked Sy: BFM Dale: tIF312u17 Scale:As lndj—d Drawing Title: UTILITY&EROSION CONTROL DETAILS 3.00 BROOKS SCHOOL CENTER FOR THE ARTS Great ad NOR1'HANDOYER�MA 09845 K11 PwN 1\, - \ ............... f ff g / i it - -- `, c f! __ Lott `I \ - --- _- -- 3 \ J r d %r r MIT C(XJTRAR TO BE AWARE OF THE PRESENCE OF PROP.CONSTRUCT UTILITIES IN THE WORK AREA --'ram �ard ENTRANCE \ \ - / ! (SEE DETAIL) N \\ `\ f{� CONTRACTOR MUUINSURE yTON M VlOOO Tf! / UTILITIES AR NG E DAMAGED Jr.JJ ,� I,� `/,- LEGEND 34 CAMPION RD. \ rJ- T-- / s' DUR NC EARTHWORK / f f /,y \ ` f APPROX.END OF 12' --_._._'.- 1 y E?OPE PIPE y NGGENERAL N-D1scwARCEE 1 GARAGE / SELL HOUSE t \ / \ \ PROP.STRAW WATTLE --, '/ I,' i-_, RUS SILIFENCE- ZONE j 1. �.._ i/r^r'""�11_ r Y / !\ (I N/F - r \\ / _ EXISTING FIELD AREAS TO BE REp2ADED TO �\ U&A REALTY TRUST \ REDUCE STEEPNESS OF GRADES ACROSS THE �� 96 CAMPION RD. \\ RCS- 1 1 I' �O COORDINATE WTN BROOKS SCHOOL AND \ t l f\\ LANDSCAPE ARCHITECT DURING / \ CONSTRUCTION FOR GRATING SPE RCS,_ ✓� 1- rJl\\ ! / for \`. f� Y FKTOh EXISTING TCPSOLSO BE STRIPED, / '/ I \! t •HOUSE, STOCKPILED-AND RESPREAD-AFTER P1WNG. EXCESS FILL FROM ARTS CENTER PROJECT I TO BE UTILIZED FOR REGRADING. UL 1 �OUfNG< N ! PROPSTRAW WATTLE .- t ' \ ' NIP 51LYFENCE -__' s _•j DUANE C.MONTOP - 1O6 CAMPION RD\ -i- - - ,�Y f) -- _--- ----- APPROX.ENO OF-9°`-_._ ' ---- --- - -_ N�FVGPIPE- / 1 \ '� _.. -- ----` F - /r\\ B2~\ \\ \�`_�- EDGE OF / �\ _ _-.�._ f ___..._- BNANF -- T Musa ^'tj$ l�`�Wl F. � Nu 3�ef e1 `.__ .,.--- _-_---___.._, ------- - - �� - __-�_-____-__-_- �' PERMIT SET 70 f / �wTo&-- ' `/ _ __ NOT FOR CONSTRUCTION -_- _ - ` f/ ffl- 11F107 -_� t✓F _ -- --- __--_ - S&S SIGMAN 2014 / ti /rA �. \... -- _. _-_. 120 CAMPION RD. <��' TITS- _'\ Ta.--..;. Ta. 'aP`1w � 1� --_ - _ T -__ __---__. _ -- - F J�� iI8 - // .1 .....__ --- _ -__- � "^` NO. REVISION DATE f - ' ..�.-..._-_.-.--___-.�---�- .._-..r -- �y //� LANDSCAPE ARCHITECT: - _-.�f or - r WF 111 J _ - - - -----...,. ?�i101g �_..___� - _ '\ ....�� .._ ._� �""- _-' f .-ISO-- \, EDOSTIHG CONDITIONS HOTS ! r/ 0 1 j/ f\ ..-� _ _ - '� _r ---..- .-.._ ,. _ A THE ZgD(T CONOOONB SHOWN ARE BASED UPON AERIAL ', /'� /=/ /' _- _._ 4. �� --\_ 'f YY _ s + /' �`F .- _....-_.-_- SURVEY INFORMATION PROVED FOR THE STOOKS SCHOOL BY "-� J � - '�WF 112 l ---�'`®�Y---�'' ., �_-...- ��- --T +��+ F i' A.T.LEONARD&ASSOCIATES CC ` l OTTERS IN THE WINTER OF 20U ALTERABROS TT1 TIE CAMPUS i� f !~~ -- ' ---"�----- ' / rJ!`- LANDP<'AP£ARUi]TECTURE PLANNING / / '`7 APPROX.WETLAND -..- - .... r_ +d -LL - - AFTER THIS THE MAY NOT BE RFflEC1ID. f/ / r / �' /'" FLAGGED JANUARY 2017 BL THE UTILITY INFORMATION SHOWN IS APPROnMATE AND SOME /� ' 1 --���/ /� -v-- -' - CIVIL ENGINEER: EMSIING UTIUPES MAY NOT BE REFLECTED THE CONTRACTOR � i� � � f � � - - �$AFTIIIC SC�tI J `�_ CGNSTRUC73GN TO ENSURE ADEQUATE PROTECTION O'EXSTING �f/ "'� f f _ WHfTMAN®BINGF3AM UTILITIES � :FciSltaflJ ENcw•_YS a Ew:svcLfY0L5 / 1 i 7, i CGNSTALL IROSIO ICON CONTROL E RIFRS AND CAT_ Ann$�haArchitecw 4R1F88t.EROSION CRRNTBOL NOT£4 Y B.IRE BOTTOM SILT FENCE MANUFACTURER'S BURYING BOTTOM AND FENCE IN A TRENCH.FOR To SILT FEN E SILT FENCE SECURE /1.INSTALL EROSION CONTROL BARRIERS AND CATCH BASIN SILTATION RAGS 17.CONSTRUCT ALL CURB AND BE REM CUTTER 10 INLETS,AREA 3NI..ET$AND STORM SEVIE25 AND MANHOLES AS SHOWN ON THE 1.THE SITE PLAN DEPICTS THE REWIRED BOIL EROSION CONTROL MEASURES THE SITE SUBCONTRACTOR IS RESPONSIBLE FOR ENTIRE 801"Id1 OF PENCE EITHER BY BURYING eDTIOM OF EENCE IN A TRENCH,REFER TD SILT FENCE DETAILS. PLANS INLET PROTECTION MAY BE REMOVED TEMPORARILY FOR THIS CONSTRUCTION.. MAINTAINING THE CONSTRUCTION SITE IN SUCH A MANNER THAT: L INSTALL CONSTRUCTION ENTRANCE(SEE DETAIL). 33 Kingston SI Boston,MA 02111 A SOIL EROSION IS KEPT TO A MINIMUM. 10,THE SITE SUBCONTRACTOR SHALL MAINTAIN SEDIMENTATON AND EROSION CONTROL DEVICES THROUGHDUT THE PROJECT 517E 18.REMOVE INLET PROTECTION AROUND INLETS AND MANHOLES NO MORE THAN 48 HOURS PRIOR TO PLACING STABILIZED BAD 617.336.33OD 617.482.9097 B.NO SEDIMENT LEAVES THE CONSTRUCTION 97E PROPERTY. FOR THE DURATION OF THE CONSTRUCTION. 3.CLEAR AND GRUB TO LIMITS OF CUT AND FILL, COURSE. C.ALL POSSIBLE MEASURES ARE EMPLOYED TO PREVENT SEDIMENT FROM ENTERING DRAINAGE COURSES EVEN BEYOND THE DETAILS SHOWN ON THIS PLAN IF NECESSARY. 11.ALL SLOPES STEEPER THAN 3:1 SHALL BE SEEDED AND MULCHED WITHIN 72 HOURS OF THEIR COMPLETION. 4,CONSTRUCT TEMPORARY SEDIMENT AND EROSION CONTROL FACILITIES ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL 19.INSTALL BASE MATERIAL AS REWIRED FOR PAVEMENT. BE INSTALLED PR OR TO COMMENCEMENT OF EARTHWORK OPERATIONS TEMPORARY SEDIMENT BASINS SHOULD BE CONSTRUCTED, SIDE Number. T THE SITE SUBCONTRACTOR IS RESPONSIBLE BODIES FOR ALL IN SILTATION RESULTING FROM EROSION IS SEDIMENTATION ATGN FROM THE 511E i2 ALL DITCHES AND SEDATES TO BE STABILIZED PRIOR TO DIRECTING RUN--OFF TO THETA. BEYOND THOSE SHOWN ON THIS PLAN,AS 97E CONDITIONS WARRANT ADDITIONAL PROTECTION FROM SEDIMENT TRANSPORT, 20.CARRY CUT FINAL GRADING AND SEED€TUG AND PLANTING. TO SURROIHDMG PROPERTIES Oft WATER BOGIES DURING FANS7RlICTON AS A RESULT OF THIS PROJECT. ProjecC BROOKS SCHOOL 13.ALL SYALFS AND UIICHEs WITH SLOPES EXCIinING SIG AND SLOPES STEEPER THAN 3 TO 1.SHALL BE TREATED WITH 5,CONSTRUCT AND STABILIZE PERIMETER SLOPES AND TREATMENT SWALES, 21.INSTALL BINDER COURSE DF PAVEMENT. 3.ALL EROSON AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED PRIOR TO COMMENCEMENT OF EARTHWORK OPERATIONS.EROSION CONTROL BLANKETS Drawn By: AMC Checked By: BFM THE SToRMWATER BASIN SHALL BE USED AS A SEDIMENT BASIN DURING CCNSTRUCToN.ADDITIONAL TEMPORARY SEDIMENT 6.THE SLOPES OF ANY SEDIMENT DASNS SHOULD BE CHECKED REGULARLY TO ENSURE IT IS STRUCTURALLY SOUND AND NOT 22..INSPECT AND CLEAN DRAINAGE SYSTEM. BASINS SHOULD BE CONSTRUCTED,BEYOND THOSE SHOWN ON THIS PLAN,AS SITE CONDITIONS WARRANT ADDITIONAL PROTECTION 14.TO MINIMIZE WHO EROSION AND CONTROL DUST.CONTRACTOR SHOULD DISPENSE WATER OVER EXCAVATION AND FILL TITERS DAMAGED BY ERO9O.THE SEDIMENT SHOULD BE REMOVED ONCE 6'OF SEDIMENT HAS ACCUMULATED ABOVE THE BOTTOM Dale:103I2017 FROM SEDIMENT TRANSPORT 23.REMOVED TO RFTHE BASINS. SS.NO S DASINT All LOWED TO ERODE FROM T BE-SITE OR HE AND EDCINTO ACCUMULATED SEDIMENT GRADE OF THE BASIN. 15.WHERE SEDIMENTENT HAS BEET!TRACKED-OUT ITDM THE SITE ONTO THE SURFACE OF OFF-SITE STREETS,OTHER PAVED AREAS, REMGYED FROM THE BASINS NO SEDIMENT IS ALLOWED TO ERODE FROM THE.91E OR BE FLUSHED INTO A STREAM OR 4.CARE SHALL A IONEN 1D LIMIT CONSTRUCTION VEHICLES FROM OPERATING YMTRN ANY STORNWATER BASINS TO PREVENT OANDCCURS RS OR Y TDIU MUST REMOVE THE DEPOSITED RAIMENT BY THE ENO OF THE SAME WORK DAY IN WHICH THE E THE OUT 7 CONSTRUCT TEMPORARY DIVEA9OJ CHANNELS AS REQUIRED. ORAMA(EW'AY. Scale;As indicated IXCF's,9Y£COMPACTION. OCCURS OR BY THE END OF THE NEXT YIOIOK DAY IF TRACK-OUT OLLIUf6 ON A NON-WORK DAY.YOU MUST REMOVE THE TRACK-OUT BY SWEEPING,SHOVTGJNC,DR VACUUMING THESE SURFACES,OR BY USING OTHER SIMILARLY EFFECTIVE MEANS OF IL CONSTRUCT TEMPORARY BERMS,DRAINAGE DITCHES,SILT FENCES SEDIMENT TRAPS,ETC.MULCH AND SEED AS REWIRED. 24.ALL DISTURBED AREAS SHALL BE STABILIZED WITH CRASS OR MULCH. D-iw gT.11, 5.LOAM AND SEED ALL DISTURBED AREAS AT THE EARLIEST TIME POSSIBLE USE WINTER SEED RATES AND SPECIFICATIONS IF SEDIMENT A OVAL YOU ARE PROHIBITED FROM HOSING OR SWEEPING TRACKED-OUT SEDIMENT INTO ANY STORMWA7ER CONVEYANCE APPROPRIATE (UNLESS IT IS CONNECTED TO A SEDIMENT BASIN,SEDIMENT TRAP,OR SMILARLY EFFECTIVE CONTROL),STORM DRAIN INLET,OR B.REMOVE EXISTING PAVEMENT,CONCRETE AND BUILDING AREAS DESIGNATED FOR DEMOLITION. 25.REMOVE EROSION CONTROL DEVICES WHEN ALL DISTURBED SURFACES HAVE BEEN STABILIZED MITI FINAL VEGETATIVE COVER. SURFACE WATER.') AN AREA SHALL BE CONSIDERED STABLE IF ONE OF THE FOLLOWING HAS OCCURRED; FACI INSPECT AS SOON ASAP MEASURES LERBUT NO L�THAN THE END OF THY AND RAINFALL EVENTS OF E NEXT DAY.MEAN AND RESET SIGERL MAKE ALL LT Y REPAIRS To FENCESWtIICH 18.STOCKPILE AREAS ARE TO BE KEPT OUTSIDE OF WEIIAND BUFFER ZONES AND WATER PROTECTION DISTRICT NON-DISTURBANCE A.AASEICWTROF GRAVELS ARE TEEDINSTALLED IHAARE�T�E�PA m: EROSION CONTROL PLAN SD.COMMENCE SITE GRADING ACCUMULATE SEDIMENT 1/2 THE FENCE HEIGHT. ZONES 11.CONSTRUCT BUILDING FOUNDATIONS. C.A MINIMUM OF 3'OF NON-EROSIVE MATERIAL SUCH AS STONE OR RIPRAP HAS BEEN ESTASUSHED. 7.PROTECT AND STABILIZE ALL AREAS NOT SCHEDULED FOR EROSION,PREVENTION OR STABILIZATICN,BUT THAT SHOW SIGNS OF 17,CONTRACTOR SHOULD HAVE EXTRA EROSION CONTROL BARRIER MATERIALS ON-SITE AND COVERED,FOR USE AS ADDITIONAL IL CONSTRUCT PAVED AREAS TO SUBCFADE 0.EROSION CONTROL BLANKETS HAVE BEEN PROPERLY INSTALLED. EROSION,NOTIFY ENGINEER OF ANY SIGNIFICANT EROSION PROBLEM. PROTECTION IF NEEDED. B TEMPORARILY SEED,WITHIN 7 DAYS,ANY AREA WHICH WILL BE LEFT UNDISTURBED FOR MORE THAN 14 DAYS WI11 13.INSTALL PROPOSED UTILITIES. TEMPORARY S®MIX PERMANENTLY SEED ANY AREA WHICH CAN BE LOANED AS SOON AS POSSIBLE WUTH PERMANENT SEED RID 14.INSTALL.€NLET PROTECTION ON ALL PROPOSED STDRMWATc"FR INLETS. /�■ MIX LISTED BELOW.DO NOT USE PERMANENT MIX AFTER SEPTEMBER 30, 15,CONSTRUCT RLTAINING WALLS AND/DR FINAL FlIA./CUT S.TWFS +^.9� 16,FINALIZE PAVEMENT SUBGRADE PREPARATION. - BROOKS SCHOOL CENTER FOR THE ARTS 116U Great Pond Road NORTH ANDOVER,MA 01845 \ i'1 \V I it i f 1 "�� (`�\rl _...{ -.�...,✓--"'- KEY PLAN GARAGE \ff 1 \ 1 -�'.'�--�_"" — —`€ !I :�- —._._ {ma's,1� � � _ 1 _ T p l ✓_ I€ / f DILLON } -._1/ II jJ \ �� f f c !f I\Q ar✓,aJ�rr ��_1 �,,t�,ff`; ff . ""- i ._ .- l %/ I/� /- �w,�,��,E I —'_ f\ ♦_ '� I DEN/ f. r ,c) j \\\ \ � I ~\♦ s'� �._ __� ff \�ti �I f�`\ = HSMI�' 11 € Jr fir _...�� \ 1_ OF THE PRESENCE OF ,^ ,, -- sc..; /i f ��,\ .A„- ` CONTRACTOR TO BE AWARE t �� r4,x / ' \ \ / f 1.Y \ \ I PROP.CONSTRUCTI f .�' \ \ -_-- UTILITIES IN THE WORT(AREA_ !/ ENTRANCE \ (SEE DETAIL f �� �.\ \\ GENERAL ZONE /� CONTRACTOR MUST-INSURE N \ - UTILITIES 2-NOT DAMAGED t �`� - >ITON M.WOOD TH\ -DISCHARGE '�" �' 34 CAMPION RD. i ZONE �f ����DURING EARTHWORK- ♦� E T`�"u LEGEND �' :• ^i - L APPROX END OF 14"___�------ \ 1' �r r — ARAGE RUSSELL HOUSE 1 PROP.STRAW WATTLE G �.- \ SILTFEMCE € r- -� I f f�\ 11 N�' ♦♦ / EXISTING FIELD AREAS TO BE RE AIDED TO Ok /'� Ir (T \`�`�\ �"\\ /�-"'��.fJ + /fr /• J&A REALTY TRUST ♦♦ /,���"� REDUCE STEEPNESS OF GRADES AG205S THE/ F� I l I - \ �.✓ ,/!� /ff' 98 CAMPION RD. Ya ♦ hlElAs- I J r �\\ / COORDINATE WITH BROOKS SCHOOL AND \� Ty f ! ♦ //LANDSCAPE ARCHITECT DURING I �1 "Ogg f,• ♦y /CONSTRUCTION FOR CRADINO SPEgFICI5__ t'y� \ - - // _EXISTING TOPS�ML SD BE STRIPE. f�^.+,± � STOCKPILEt3'AND NEIPRF-All AFTER FILLING- /'f/ \tl } l _ �-IOUS -.Y+', ♦r `-- EXCESS FILL FROM ARTS CENTER PROJECT I I l\ I ! f! l 4! I' f�/ --♦ """' �/ TO BE T1U FOR REGRADING. 60 IN r� r� / j ..a._ ♦♦� ///�// �j�? `„r ._ 1 /f`\\�\\� -.... �''`- .,^'f,, I ♦ '3' f PR I.STRAW WA�-FI.E�_- -� --- i % �'9LTFENCE s �.a T ff ---- - / DU NE C MONTOP U 1- / 2.'� / f I / - ��/ _ -----' 108 CAMP€ON RD, APPROX.END OF-6- PVC"PIPE i` - 1 �. _. ..--- - _- - - r♦ ! I `\ \ ��,,,^_ -� WOOD °�EDGe OF - -�- __ _ - _ T _ __- - MANF. _ _----- ( ( 1 �,83 __'-___� Rn ae,az \ l NONE " 1 V�B4 II "LO- _ r ------- _.._.--- -- r�P Bs,J\ \ _ "\� '� � r _ _ Y PERMIT SET N' -- - t � o NOT FOR CONSTRUCTION N/F i 1 _- �__-- -. rf ! --- -- -----._� --_ _.._-- --`"' S 6:S SIGMAN 2014 f l7lpd ��- / �1`_ "- ----_..--- __ _-__s � 120 CAMPION RD. _ r y�so ----- _ YlF BSI"'•- --WE 100- -----.." �- / WF TOY'- -- - r IO A. -. .--.__,-.....---'-..-"-_"_ �"°�"�~ II , titi.,..,. _ f � �, i' _T - ----- ,� �'!'� `7 '��` �^/�'�i^(� 1 l3PbATE hCztAN6 NGLINEnT€ON 22-ti WF,-BII�'- -___i / i�`Iv -� -- -- ----_ -_---- r �s v NO REVISION DATE " r - �iK'11O ----- .._-___.- -- ,-.� (�' �a�v-- ' _ - LANDSCAPE ARCHITECT. J y �A�THEN E%15RNG CON-DIIJTON S s -` ---'`^--� B12 - ---------- -- -� SHOWN ARE BASL UPON AERIAL 81S T _ _.. T_.___ �~ �r1� �, /^` _ A.'['.LpNf�RI7 S:ASSOCIATES SURVEY INFORMATION PROVIDED FOR THE BROOKS SCHOOL 8Y t a ��I ` _ _, - ^--- OTHERS IN THE WINTER OF 2012.ALTERATIONS TO THE CAMPUS f/ - �' �!'l - _ `-'"-"'--_'--- --- -ti __.ate i /f --`'r WF--TI»"AF'PROX.WETLAND _ _ -- _ ,. f /-' _ .� AFTER THIS TME MAY NOT BE REFLECTED. ' _ v J - -...- `-f -_ LANDSCAPE ARCIHITECTLIRE PLANNING �`- T FLAGGED JANUARY 2017 / ~- 'f f _y _— —' _ s y _ CVI_ENGINFER: B.THE UTILITY INFORMATION SHOWN i5 APPROXIMATE AND SOME / - -CRAP It;SC MOST R LIVES MAY NOT BE REFLECTED,THE CONTRACTOR `-'- MUST DOOR WIN THE BRoOKs SCHOOL PRIOR TO �� - _` ��-'� f' � � ��-' = _ --_w_.__�_- � / f � � WHITMANOBINGHAM �s CONSTRUCTION TO ENSURE ADEQUATE PROTECTION OF EXISTING ^— �� ff--� �• �" ..-- -- -- UT TIES r ' ---- _ f f •�w� ,. cicmes�eNc.aaaL.wesw.nos✓ 1 ---------------------- .. SRRUCTiLTI, HEN AND EROSION coN -' -. `�ffeaff�' --� Ann Beha Cell.fliQ90N CONTROL NOTiS Y.FOLLOW SILT FENCE MANUFACTURER'S 9'ECFlCARONS AND RELOMMID:DATIONS FOR INSTALLATION OF SILT FENCE.SECURE 1.INSTALL EROSION CONTROL BARRIERS AND CATCH BASIN SILTATION BAGS 17.CONSTRUCT ALL CURB AND CUTTER,GUTTER INLETS,AREA INLETS,AND STORM SEWERS AND MANHOLES AS SHOWN ON THE - 1.INT SITE PLAN DEPICTS THE REWIRED IN BOIL EROSION CONTROL MEASURES.THE SATE SUBCONTRACTOR IS RESPONSIBLE FOR ENTIRE BOTTOM OF FENCE EITHER BY BURYING BOTTOM OF FENCE IN A TRENCH,REFER TO SILT FENCE DETAILS PLANS.INLET PROTECTION MAY BE REMOVED 1TMpORAR1LY FOR 71TI5 CONSTRUCTION.. A.SOILNENG THE GDNSTRt1GTCN SITE IN SUCH A MANNER THAN 2.INSTALL CONSTRUCTION ENTRANCE(SEE DETAIL). 33 Kingston St BOStcn,MIA,02111 B.SOIL ER690N IS KEPT m A MINIMUM, 10.THE SITE SUBCONTRACTOR SHALL MAINTAIN SEDIMENTATION AND EROSION CONTROL DEVICES THROUGHOUT THE PROJECT SITE 1S REMOVE INLET PROTECTION AROUND INLETS AND MANHOLES NO MORE THAN 48 HOURS PRIOR TO PLACING STABIL=BASE 617,33B,3300 017.482,9097 B.NO SEDIMENT LEAVES 1HE CONSTRUCTION 91E PROPERTY. FOR THE DURATION OF THE CONSTRUCTION, 3.CLEAR AND GRUB TO UNITS OF CUT AND F€U_ COURSE G ALL POSSIBLE MEASURES ARE EMPLOYED TO PREVENT SEDIMENT FROM ENTERING DRAINAGEOJ CRSES EVEN BEYOND THE DETAILS SHOWN ON THIS PLAN IF NECESSARY. 11,ALL SLOPES STEEPER THAN 3:1 SHALL BE SEEDED AND MULCHED WITHIN 72 HOURS OF THEIR COMPLETION, 4.CONSTRUCT TEMPORARY SEDIMENT AND EROSION CONTROL FACILITIES ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL IS-INSTALL BASE MATERIAL A5 REQUIRED FOR PAVEMENT. 2 THE SETS SUBCONTRACTOR IS RESPONSIBLE FOR ALL SILTATION RESULTING FROM EROSION tNt SEDIMENTATION FROM THE STE BE INSTALLED PPoOR TO COMMENCEMENT OF EARTHWORK OPERATIONS TEMPORARY SEDIMENT BASINS SHOULD BE CONSTRUCTED, Uob Number. 12 ALL DITCHES AND SWALES TO BE STABILIZED PRIOR TO DIRECTING RUN-OFF 7D THEM. BEYOND THOSE 9H01VN ON THIS PLAN,AS SITE CONDIRONS WARRANT ADDITIONAL PROTECTION FRfN1 SEDIMENT TRANSPORT, 20.CARRY WY FINAL GRADING AND SEEDING AND PLANTING. TO SURROUNDING PROPERTIES OR WATER ROVES DURING CONSTRUCTION AS A RESULT OF THIS PROJECT. P[ojact SRQOKS SCHOOL S ALL QHOSON PAID SEDIMENT CONTROL MEASURES SHALL BE INSTALLED PRIOR TO COMMENCEMENT OF EARTHWORK OPERATIONS EROSION ALL SWALES AND DITCHES VAIN SLOPES EXCEEDING SR AND SLOPES STEEPER THAN 3 TO 1,SHALL BE TREATED WITH 5.CONSTRICT AND STABILIZE PERIMETER SLOPES AND TREATMENT SWAT.ES 21.INSTALL BINDER COURSE OF PAVEMENT. EROSION CONTROL BLANKETS Drewn By: AA1C Cheeked By: BFM THE STDRMWATER BASIN SHALT.BE USED AS A SEDIMENT BASIN DURING CONSTRUCTION.ADDITIONAL TEMPORARY SEDIMENT G.THE SLOPES OF ANY SEDIMENT BASINS SHOULD BE CHECKED REGULARLY TO ENSURE IT IS STRUCTURALLY SOUND AND NOT 22.INSPECT AND GLEAN DRAINAGE SYSTEM. BASINS SHOULD BE CONSTRUCTED,BEYOND THOSE SHOWN ON THIS PLAN,AS SITE CONUITONS WARRANT ADDITIONAL PROTECTION 14.TO MINIMIZE WIND EROSION AND CONTROL DUST.CONTRACTOR SHOULD DISPENSE WATER OVER EXCAVATION AND FILL AREAS DAMAGED Lo EROSION.THE SEDMENT SHOULD BE REMOVED ONCE B'OF ALIMENT HAS ACCUMULATED ABOVE THE BOTTOM 23,PRIOR TO REMOVING SEDIMENT BASINS.ALL DISTURBED AREAS SHOULD BE STABILIZED AND ACCUMULATED SEDIMENT Dale; 1113l2G7T FROM SEDIMENT TRANSPORT. GRADE OF THE BASIN. I&WHERE SEDIMENT HAS BEEN TRACKED-CUT FROM THE SITE ONTO THE SURFACE OF DFF-91E 9TRSETS.OTHER PAVED AREAS, REMOVED FROM THE BASINS NO SEDIMENT 15 ALLOWED TO ERODE FROM THE SITE OR BE FLUSHED INTO A SIREAM DR 4,CARE SHALL BE TAKEN TO UNIT CONSTRUCTION VEHICLES FROM OPERATING WITHIN ANY S10RMWATER BASINS TO PREVENT AND SIDEWALKS,YOU MUST REMOVE THE DEPOSITED SEDIMENT BY THE DID OF THE SAME WORK DAY IN W'MCH THE IRACX--OUT 7-CONSTRUCT TEMPORARY DIVERSION CHANNELS AS REQUIRED. DRAINAGEWAY, Scafe:A mmcated EXCESSIVE COMPACTION. OCCURS OR BY THE END OF THE NEXT WOK DAY IF TRACK-CUT OCCURS ON A NDR-WORK DAY,YOU MUST REMOVE THE 1RAIX-OUT BY SWEEPING,51101SUNG,OR VACUUMING THESE SURFACES,OR BY USN.OTHER SIMILARLY EFFECTIVE MEANS OF EL CONSTRUCT TEMPORARY BERMS DRAINAGE DITCHES,SILT FENCES ScDEMENT TRAPS ETC.MULCH ANO SLED AS REQUIRED. 24.ALL DISTURBED AREAS SHALL BE 5TABIUZED WITH GRASS OR MULCH. DraXMng TNe: S.LOAM AND SEED ALL,DISTURBED AREAS AT THE EARLIEST TIME POSSIBLE USE WINTER SEED RATES AND SPECIFICATIONS IF SEDIMENT REMOVAL YCU ARE PROHIBITED FROM HOSING OR SWEEPING TRACKED-OUT SEDIMENT INTO ANY SFORMWATER CONVEYANfE APPROPRIATE. (UNLESS IT IS CONNECTED TO A SEDIMENT BASIN,SEDIMENT TRAP.OR SMILMSY EFFECTIVE CONTROL).STORM BRAIN INLET.OR Y,REMOVE TOWING PAVEMENT.CONCRETE AND BUILDING AREAS DESIGNATED FOR DEMOLITION. 25.REMOVE EROSION CONTROL DEVICES WHEN AU.DISTURBED SURFACES HAVE BEEN STABILIZED WITH FINAL VEGETATIVE COVER. SURFACE WATER-) AN AREA SHALL BE CONSIDERED STABLE IF ONE OF THE FOLLOWING HAS OCCURRED: PLAN B.INSPECT SDLL EROSION MEASURES WEEKLY AND RAINFALL EVENTS OF 1/4'OR LARGER.MAKE ALL NECESSARY REPAIRS TO A_BASE COURSE GRAVELS ARE INSTALLED IN AREAS TO BE PAVED. EROSION CONTROL PLAN FACILITIES AS SOON AS POSSIBLE BUT NO LONGER THAN THE E14D OF THE NETT DAY-✓LEAN AND RESET SUIT FENCES WHICH 1B.STOCKPILE AREAS ARE TO BE KEPT OUTSIDE OF WETLAND BUFFER ZONES AND WATER PROTECTION DISTRICT NON-DISTURBANCE 10.COMMENCE SITE CAAENNG, O.A MIN€MUM OF 70X VEGETATED GROWTH HAS BEEN ESTABLISHED. ACCUMULATE SEDIMENT 1/2 THE PENCE HEIGHT. ZONES 11.CONSTRUCT BUILDING FW FOUNDATIONS. G A NENIMUM OFF 3'DF NON-EA 094E MATERIAL SUCH AS STONE OR R€PRAP HAS BEEN ESTABLISHED. 7,PROTECT AND STA13UZE ALL AREAS NOT SCHEDULED FOR ER09ON,PREVENTION OR STABILIZATION,BUT THAT SHOW SIGNS OF 17-cONTitACTOR SHOULD HAVE EXTRA EROSION CONTROL BARRIER MATERIALS ON-SITE AND COVERED,FOR USE AS ADDIDDNAL 12,CONSTRUCT PAVED AREAS TO 9JBGRADE, 0.EROSION CONTRUL BLANKETS HAVE BEEN PROPERLY INSTALLED. EROSO%NOTIFY ENGINEER OF ANY SIGNIFICANT EROSION PROBLEM. PROTECTION IF NEEDED B,TEMPORARILY=,WITHIN 7 DAYS,ANY AREA WHICH WILL BE LEFT UNDISTURBED FOR MORE THAN 14 DAYS WITH 13.INSTALL PROPOSED UTILITIES TEMPORARY SEED MIX PERMANENTLY SEED ANY AREA WHICH CAN BE LOANED AS SOON AS POSSIBLE WITH PERMANENT SEED 14.INSTALL INLET PROTECTCN ON ALL PROPOSED STCRMWATER INLETS MIXC5.00 MIX LISTED BELOW.00 NCT USE PERMANENT SEED MIX AFTER�TEMBER 34 1S CONSTRUCT RETAINING WALES AND/OR FINAL FILL/CUT SLOPES 16.FINALIZE PAVEMENT SUBGRADE PREPARATION.